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Home My WebLink AboutAPA2899HYDRAULIC RELATIONSHIPS AND MODEL CALIBRATION PROCEDURES AT 1984 STUDY SITES IN THE TALKEETNA-TO-DEVIL CANYON SEGMENT OF T~E SUSITNA RIVER,ALASKA SUSITNA HYDROELECTRIC PROJECT Document No.2899 Susitna File No.4.3.1.3 --rK __ 1tt~S .S5 fq-r~ y\D,d.~"4 - APPENDICES Prepared by N.Diane Hilliard Shelley Williams E.Woody Trihey R.Curt Wilkinson Cleveland R.Steward,III Trihey and Associates Under Contract to Harza-Ebasco Susitna Joint Venture Prepared for Alaska Power Authority ARLIS .Alaska Resources LIbrary &Information ServlcesFina1 Report Anchorage,Alaska August 1985 OCT111985 Laska Dept.of Fish &Game Susll'na Hydro Aquatic Studies APPENDIX A SUMMARY OF SITE SPECIFIC DATA COLLECTED TO DEVELOP STAGE-DISCHARGE, FLOW-DISHCARGE AND FLOW-STAGE RELATIONSHIPS. LIST OF APPENDIX FIGURES Figure A-I.1 Stage-discharge relationships for cross sections 1 (Gage 101.2S1)and 2 (Gage 101.2S2) at site 101.2R .A-I Fi gure A-I.2 Stage-discharge relationships for cross sections 2 (Gage 101.2S3)and 4 (Gage 101.2S4) at site lOl.2R .A-2 Fi gure A-I.3 Stage-discharge relationships for cross sections 5 (Gage 101.2S5)and 6 (Gage 101.2S6) at site lOl.2R .........•..........................lIlo A-3 - Fi gure A-1.4 Figure A-I.5 Stage-discharge relationships for cross sections 7 (Gage 101.2S7)and 9 (Gage 101.2S9) at s;te 10 1.2R.. . . . . . . . . . . . . . . . . •. . . . . . . . . . . . . . ..... Stage-discharge relationship for the channel head (Gage 101.2M1)at site 101.2R •.•••.....••.•.... A-4 A-5 Fi gure A-I.6 Stage-discharge relationships for cross sections 2 (Gage 101.2X2)and 5 (Gage 101.2X3) at site lOl.5L .A-6 .... Fiigure A-I.7 Fiigure A-loB Stage-discharge relationships for cross section 1 (Gages 112.3XIC and 112.3X18)at site 112.6L ..••.. Stage-discharge relationships for cross sections 1 (Gage 112.3S1)and 2 (Gage 112.3X2) at site 112.6L . A-7 A-B F'i gure A-1.9 Stage-discharge relationships for cross section 2 (Gages 112.3S2C and 112.3S28)at site 112.6L .....•A-9 F"j gure A-I.10 Stage-discharge relationships for cross section 3 (Gages 112.3X3C and 112.3S38)at site 112.6L .•....A-10 - F'igure A-1.11 Stage-discharge relationships for cross sections 3 (Gage 112.3S3)and 3A (Gage 112.3X3AC)at site 112.6L ............•.•..........•.A-11 A-14 A-13 A-12 i Stage-discharge relationships for cross sect ions 3A (Gage 112.3S3AC)and 4 (Gage 112.3X48 (2))at site 112.6L •.•...•.•.••.......•.•.. Stage-discharge relationships for cross section 4 (Gages 112.3X4B (1)and 112.3S4C)at site 112.6L . Figure A-1.13 Figure A-1.14 Stage-discharge relationships for cross sections 4 (Gage 112.3S48)and 5 (Gage 112.3X5) ARLIsat site 112.6L ........•.•.....•............•.•.••... .Alaska Resources Llbrarv &rnt~o"""'l<'.....~J ..'<J anon ~ervlces A..IlChorage,Alaska ~-F'igure A-I.12 ...t '"...-v ""t C)oo Lt) L() '"C¥:) C") .... LIST OF APPENDIX FIGURES (Continued) F'i gu re A-I.15 Stage-discharge relationships for cross sections 5 (gage 112.3S5)and 6 (Gage 112.3X6) at site 112.6L......................................A-15 ,.,.. - F'i gure A-L16 F"igure A-loll F'i gure A-L18 F'igure A-L19 F'igure A-L20 F'j gure A-I.21 F"igure A-I.22 Figure A-L23 Figure A-L24 Fi gure A-I.25 Figure A-L26 Figure A-L27 Stage-discharge relationships for cross sections 6 (Gage 112.3S6)and 7 (Gage 112.3S7) at site 112.6L .. Stage-discharge relationships for cross section 8 (Gages 112.3X8 and 112.3S8)at site 112.6L ....•... Stage-discharge relationships for at the channel mouth (Gage 119.2W1)and cross section 1 (Gage 119.2S1)at site 119.2R . Stage-discharge relationships for cross sections 2 (Gage 119.2S2)and 4 (Gage 119.2S4) at s;te 119 ..2R . Stage-discharge relationship for cross section 5 (Gage 119.2S5)at site 119.2R . Stage-discharge relationships for cross sections 1 (Gage 132.5S1)and 2 (Gage 132.552) at site 132.6L .. Stage-discharge relationships for cross sections 4 (Gage 132.5S4)and 5 (Gage 132.5S5) at site 132.6L .. Stage-discharge relationships for cross sections 6 (Gage 132.5S6)and?(Gage 132.5S7) at site 132 ..6L <5 .. Stage-discharge relationships for cross sections 8 (Gage 132.5S8)and 9 (Gage 132.5S9) at site 132.6L .. Stage-discharge relationships for cross sections 1 (Gage 136.0S1)and 2 (Gage 136.0S2) at s;te 136 ..aL .. Stage-discharge relationships for cross sections 4 (Gage 136.054)and 5 (Gage 136.0S5) at site 136.0L .. Stage-discharge relationship for cross section 6 (Gage 136.0S6)at site 136.0L •.................... ii A-16 A-I? A-18 A-19 A-20 A-21 A-22 A-23 A-24 A-25 A-26 A-27 LIST OF APPENDIX FIGURES (Continued) - ..... - Fi gure A-I.28 Figure A-I.29 Figure A-I.30 Stage-discharge relationships for cross sections 1 (Gage 147.0Ml)and 2 (Gage 147.0M2) at 5 i te 147.1L III • Stage-discharge relationships for cross sections 3 (Gage 147.0M3)and 5 (Gage 147.DM5) at 5;te 147.1L . Stage-discharge relationship for cross section 6 (Gage 147.0M6)at site 147.1L .••.••••••••••.••••.. iii A-28 A-29 A-3D LIST OF APPENDIX TABLES Page -TClble A-LL Summary of s ite-speci fi c data collected for rating curve analysis at RM lOl.2R •.••..•••••.••.••.A-3l Talble A-L2.Summary of site-specifi c data collected for rating curve analysis at Rtfl lOL5L .•..•...•••.••..••A-35 ,.",-Table A-L3.Summary of site-specific data collected for rating curve analysis at RM lOl.7L ...................A-38 ~Table A-l.4.Summary of site-specific data collected for rating curve analysis at RI~105 .8l ....................................A-39 ~Tclble A-L5.Summary of s ite-specifi c data collected for rating curve analysis at RM l12.6L ••••..•••••••..•..A-40 Tab 1e A-I.6.Summary of site-specific data collected for rating curve analysis at RM l14.1R ••••••.•......•..•A-4? Table A-I.?Summary of site-specific data collected for ,mid rating curve analysis at RM l15.0R .•......••••.•....A-48 Tab 1e A-L8.Summary of s ite-speci fi c data collected for rating curve analysis at RM l18.9L •••.••.••••.•....•A-49 Tab 1e A-I.9.Summary of s ite-specifi c data collected for rating curve analysis at RJvl 119 .ll ...................................A-50 Tclble A-L1O.Summary of site-specific data collected for rating curve analysis at RM l19.2R .•.•••...•.•.•.•••A-51 """, Table A-Lll.Summary of s ite-speci fi c data collected for rating curve analysis at RM 125.2R ....•••••••••.••.•A-54 .... Table A-LI2.Summary of site-specific data collected for rating curve analysis at RM 130.2R •.••••••••..••••••A-55 r~Table A-L13.Summary of site-specifi c data collected for rating curve analysis at RM 131.3L .••••••••••......•A-56 ~Tiib 1e A-LI4.Summary of site-specific data collected for rating curve analysis at RM 131.7L ••••••••...•••.•.•A-57 ~Tiib 1e A-l.15.Summary of site-specific data collected for rating curve analysis at RM 132.6L .........III ........................A-58 Table A-l.16.Summary of site-specific data collected for rating curve analysis at RM 133.8R ...................................A-61 Table A-l.ll.Summary of site-specific data collected for .-rating curve analysis at RM 136.0L •.•••......••••.•.A-62 iv LIST OF APPENDIX TABLES (Continued) "'"" - .- - Table A-LI8. Table A-LI9. Table A-L20. Table A-L2L Table A-L22. Summary of si te-speci fi c data collected for rating curve analysis at RM 137.5R .•.•..........•... Summary of site-specific data collected for rating curve analysis at RM 138.7L ........•.•....... Summary of site-specific data collected for rating curve analysis at RM 139.0L ...........••..... Summary of site-specific data collected for rating curve analysis at RM 139.4L ..•..•••.........• Summary of site-specific data collected for rating curve analysis at RM 147.IL .••..••........... v A-63 A-66 A-57 A-58 A-59 J ~)}>.'tJ,.)l ")1 ':\,...,j,)i I )i 2~T'-=C=R=O":'S=S-.:S::E:::C::T::":IO:::N7'":'1-----------------., GAGE 101.28"1 B 2 i CROSS S!=CTION 2 I GAGE 101.2S2 .. B ~ ~ Lf> Lf>.... .! d ~~ I...... r Z =0.99 n ;:6 g aal» A A:UNBREACHED 5,000 =0 L9.2oo ch NO EQUATION DEVELOPED 6:BREACHED 9,200 L 0 L 27,700 cf. WSEL .-10-1 .31 0°·50 +355 m ~ i .. A:UNBREACHfJ> 5.000 !:0 L 1".000 ch NO EQUATION DEVELOPED B:BREACHED H,OOO (...0 L 27,700 ch WSEl ..10-2:490°.76 +1S5 A r 2 =0.96 n =4 -1 ~MAINST£M DISCHARGE AT GOLD CREEK [IOOOCfS]too -I 10MAINSTEMDISCHARGE:AT GOLD CREEK [IOOOCfSl 100 Figure A-l.l.Stage-discharge relationships for cross sections 1 (Gage 101.251)and 2 (Gage 101.252) at site 101.2R. }1 ,1;1 ))}1 -J 1 i !1 2.i /..., n =5.""... A a. CROSS SECTION 4 I GAGE 101.2S4 r 2 =0.95 n =5 / III Dam A CROSS SECTION 3 GAGE 101.283 );:- I N ~ ~ ~ ~ ~ ~ ~ ~ A:UHBREACHED 5,000 !::0 L 9,200 ch NO EQUATION DEVELOPED A:UHBREACHED 5,000 ~0 (....9,200 ch NO EQUATION D£VELOP£D -\ B:BREACHED 9,200 L 0 L 27,700 ct. WSEL "-10-lL02 0°·21 1-355 wMAINSTEMDISCHARGEATGOLD CREEK (IDODefSl \00 B:BREACHED 9,200 ~0 L 27.700 ct$ WSEl ..-10-lr •61 0°·36 1-355 -,,,'I I 10 100MRINSTEMDISCHRRGEATGOLDCREEK[IODDCfS) Figure A-1.2.Stage-discharge relationships for cross sections 2 (Gage 101.253)and 4 (Gage 101.254) at site 101.2R. )).l 1 \)1 1 I )1 -)] 2 •CR.o~$S69T10N 6 ~i GAGE 101.286 a B CflOSS ~ECTION 6 GAGE 10 1~2S.6 r 2 ..0.97 A n c 3 a B r2 c 0.99 n c 4 o ooJ! A A:UNBREACHED 5.000 ~0 L 9.200 cf~ NO EQUATION DEVELOPED B:BREACHED 9.200 ~0 L.27.700 ch WSEL •10-1 .17 00 •88 +360~ i m lfIBREACHED 5.000 :0'-141.000 ch NO EQUATION DEVELOPED B:BREAOiED ~ '"'"l"l .!. J> ~ a W ~A: -\ l~.OOO ~Q L 27.700 cf~ WSEL "~O-0:55 0°·35 •355 wMAINSTEMDISCHARG~AT GOLD CREEK [IDODefS)\00 -,.~.•ib- MAINSTEM DISCHARGE AT GOLD CREEK IIODOCfSl 100 Figure A-l.3.Stage-discharge relationships for cross sections 5 (Gage 101.255)and 6 (Gage 101.256) at site 101.2R. \1 .,l ))1 I ,1,i I i ! ~.I CROSS SECTION 7 GAGE 101.287 sa i·..o.i QRO·S8.SEdTIQN 9 GAGE '101~289 A:UNBREACHEO 5,000 ~0 I..9,200 ch NO EQUATION DEVELOPED ~1 B:BREACHED G 9,200 L Q L 27,700 Cfi !B WSEL a-10-~·34 0°·92 +360 £r 2 ..0.97 ~ ):= i.p.. GDBG A ~ ~ ~ A: B: B r 2 =0.99 n =4 DD A UNBREACHED 5,000 ~0 L 9,200 ch NO EQUATtON DEVELOPED BREACHED 9,200 £.0 '-27,700 ch WSEL .-10-T.73 0°·56 +360 "1 wHAINST£M DISCHARG£AT GOLD CR££K I)DDDCfSl lID "\uMAINST£M DISCHARGE AT GOLD CR££K llOOOCfSJ lID Figure A-1.4.Stage-discharge relationships for cross sections 7 (Gage 101.2S7)and 9 (Gage 101.2S9) at site 101.2R. ·~t \1 l 1 1 l 1 ))•f )I » I U'l ~ o '"..., .:!:. ~ !---...,.....---------------~IgIHEAO·.. G~.GE 101..2M1 r Z ..0.99 n '"4 5,000 <0 '-27,700 cfs WSEL =-,o-!·03 0°·64 +360 J ii'I I 10 100NAINSTEMDISCHARGEATGOLDCREEK()OOOCfSl :&;, Figure A-I.5.Stage-discharge relationship for the channel head (Gage IOI.2WI)at site IOI.2R. -};},1 l .~l ~1 a -)..~1. J I l I C:J I .I CROSS SECTION 2 GAGE 101.2X2 B r'~0.99 n ~33 B r'"0.97 n ,,13 A:CONTROLLED 5,000 ~0 ...16,400 ch WSEL m 10~0.15 0°·23 +360 A r'".957 n "9 I'~I CROSS'SECTION 6 GAGE ·101.2X3 .J L.J '":;: t:i L.J L.- <.:>.,.. ':' A:CONTROLLED 5,000 <.0 ....7,980 ch WSEL =-10°.02 0°·11 +360 A r2 ~1.00 n ~3 .J l..J if> '" ..... L.J L.J l.. o.,....,• ):0 I 0) B:CONTROLLED 7,980 <"0 "35,000 ch WSEL ~-10~T.71 00 .55 +360 Ie 11l1INSTCM !-~l')it,ARr;t:AT r.{iLD Cr.:C[r~IIGGGCt~) :~r. B:CONTROLLED 16,400 ~0 ~35,000 cfs WSEL m 10-0 •80 0°·39 +360 ..I ,I I I': f"1'H NS rEM :-;~.I 1~;1!\:',i_'I~T !f,L;i (;R::::~~:t I :JG!J~r-~>i Figure A-l.6.Stage-discharge relationships for cross sections 2 (Gage lOl.2X2)and 5 (Gage lOl.2X3) at site lO1.5L. ~j,1;l t l l 1 --I -1 t,J I )J /~=0.99 n =3 ';TI-------------------------------------., CROSS SECTION 1 GAGE 112.3X1C i~I 'CROSS SECTION 1 qAGE 112.3)(16 :::- I " .....w t' ~-+ d,,, '" CONTROLLED 7,060 ~0 <10,400 cfs WSEL =10-TI .51 0°·32 +445 /r 2 =0.99 n "6 ~ f ~ CONTROLLED 15,300 ~0 (.24,000 cfs. WSEL =10.0:66 0°·37 +445 :~ 'iJ1 r Nc,J TEt'!SI ')r ~1I1R:~,C AT r,eLS CREEl(I 1,,::rflF::I J.;C -1 wMAINSTEMDISCHARGEATGOLD CREEK (!OOOCfSI 100 Figure A-I.7.Stage-discharge relationships for cross section 1 (Gages II2.3XIC and II2.3XIB) at site 112.6L. )\t ,,).._\l -,1 -1 ).1,J i 1 l 2.CR'OSSS~CTION 2 ' GAGE"112~3X2 ):0- I 00 '::'.....>i CROSS SECTION 1 GA~E 112.3S 1 r 2 ='.00 n =7 ·tiw "- ~r d '!1 CONTROLLED 5.eoo ~0 ~35.000 cfs WSEL =-'0-TI.73 00.36 +445 m 15 ! i CONTROLLED 5,000 ~0 "35,000 cfs WSEL =-,0·!·69 00.99 +450 r 2 =0.99 n =9 !1q~f'JSTEM Gi5:'hAl'\f;£At~(~OLC CREEK ~lOCOSf5) ~:~~ _I (,I I I m ~MAIN5T£H oISCHARG£AT GOLD CREEK [Ioooers) Figure A-1.B.Stage-discharge relationships for cross sections 1 (Gage 112.351)and 2 (Gage 112.3X2) at site 112.6L. 1 -'1 })1 !1 -\\1 1 l ~I CROSS SECTION 2 GAGE 112.3S2C 51 CROSS SECTION 2 GAGE'112.3828 ~ Ii! ! _I ;;::. ~ ~I / , I ~ 1: ~,'"0," j /r Z ..0.98 n ..3 n ..6 I I I -I CONTROLLED 7.080 ~0 ~10.800 cfs WSEL =-10·1.6~0°·50 +~50 10MAINSTEMDISCHAR~E AT GOLD CREEK (IOODCfS)100 -I CONTROLLED 15.300 ~0 L 2~,000 cfs WSEL ..~0-5719 01 •34 +~50 wMAINSTEMDISCHARGEAT GOLD CREEK (IOOOCfS)100 Figure A-1.9.Stage-discharge relationships for cross section 2 (Gages 112.3S2C and 112.3528) at site 112.6L. )}-\]\-"J I l ti,1 I I o i -i CROSS SECTION 3 GAGE 112.3X3C CROSS·SECTION 3 -GAGE 112.3X3B :P i ~ a ~ ~.. .!.s /r 2 ;;0.94 n 0=7 ~ Ii! I i ~'1.00 /~2 =3 CONTROLLED 7,000 ~0 L.10,400 cfs ·WSEL =-10·,·20 0°·42 +450 _I ,I I W ~HAINSTEH DISCHARGE AT GOLD CREEK (IDDDerS) CONTROLLED 10,800 ~0 ~24,000 cfs WSEL.,0.,•5,0°·50 +450 .,,1 i I ,W 100 tlAINSTEH DISCHARGE AT GOLD CREEK IIDOOCfS I Figure A-1.l0.Stage-discharge relationships for cross section 3 (Gages 112.3X3C and 112.3S3B) at site 112.6L. l -1 l J 1 1 I ]\1 )1 }I i :P i I-' I-' ~ or ~ o I -I CROSS SECTION 3 GAGE 112.383 r 2 =.99 n =9 CONTROLLED 5,000 <.0 "-35,000 cfs WSEL =-,0.1 .08 0°·64 +450 ~ ~ I ~ 2., CROSS SECTION 3A GAGE 112.3X3AC / r 2 =0.99 n =( CONTROLLED 7,080 ~O <"10,400 cfs WSEL =10-~·37 0°·26 +450 -I wNAINST£M DISCHARGE AT GOLO CREEK (IOOocrSI 1m -I wNAINSTEMDISCHARGEATGOLD CREEK (IOOOCrS)100 Figure A-l.ll.Stage-discharge relationships for cross sectins 3 (Gage 112.353)and 3A (Gage l12.3X3AC) at site l12.6L. 1 1 1 I '>t 1 1 1 •)1 1 J i )::0 D...... N ~ o U'l ! ~ 2-r.C-R-O-S-S-S-E-C-T-IO-N-3-A--------------.,. GAGE 11 ~.3S3AC ~r 2 ~0.99 n ~5 CONTROLLED 7,080 ~0:10,400 cfs WSEL ~100.30 0°·16 +450 21 CROSS SECTION 4 i GAGE 112.3X4B (2) ~2 =C.99 n =6 ~ o ! i CONTROLLED 7,080 i...0 '-10,400 ch WSEL =-'0-n.36 00.27 +450 ~I wMAINSTEHOISCHARGEATGOLD CREEK IIOOOCfSJ lID -,i I I I 10 100HAINSTtHOISCHARGEATGOLDCREEK(IOODCrS) Figure A-l.12.Stage-discharge relationships for cross sections 3A (Gage 112.3S3AC)and 4 (Gage 112.3X4B (2))at site 112.6L. 1 1 'l 1 ~l )1 \1 )I ')1 )::0 B...... W 5!I CROSS SECTIOr'f4 ' GAGE 112.3X4B (1) / r 2 =1.00 ~ o I ~ ~ liil ! ~ CRQ~S ~ECTtON 4 GAGE 11,2.3S4C /,-0." n =5 -\ CONTROLLED 15,300 L 0 ~24,000 cfs WSEL =10-0~20 0°·24 +450 \DMAINSTEMDlSCHARG~AT GOLD CREEK 1I000CFSI \00 -1 CONTROLLED 7,080 (Q <10,600 cfs WSEL =-10-1 .27 0°·47 +450 wMAINSTEMDISCHARB~AT GOLD CR~~K (IOaDCFSl \00 Figure A-l.13.Stage-discharge relationships for cross section 4 (Gages 112.3X4B (I)and 112.3S4C) at site 112.6L. I )1 J 1 l 1 \))1 I }1 )::0 I t--' +:> Sa , CROSS SECTION 4 GAGE '112.3848 ~~1.00 /~z "3 ~ c 1: ~ ~ 51 ! i CROSS..SECTION 6 GAGE 11 ?3X6 -L CONTROLLED 15,300 (0 (.24.000 cfs WSEL ~~0-0~76 00 .36 +450 wMAINSTEMDISCHARGEATGOLD CREEK IIDODCf5 I 100 CONTROLLED 5.000 ~0 ....35.000 cts WSEL ~-10-0.71 00.36 +450 _I ;I I I I 1 La 100MAINSTEMDISCHARGEATGOLDCREEKllOOOCf51 Figure A-1.4.Stage-discharge relationships for cross sectins 4 (Gage 112.3S4B)and 5 (Gage 112.3X5) at site 112.6L. l ]I 1 1 1 CJ 1 l -)1 1 1 I I ):0 I I-' c.n ~ ~ .!. ~ 5!,i CROSS SECTION 5 GAGE 112.385 ~=1.00 /~1 =3 ~i <., CROSS SECTION 6 a-AGE "112.3X6 ~ ~ i -, CONTROLLED 15,300 <.0 '-24,000 cfs W5EL =10~1713 0°·45 +450 \0MAINSTEMDISCHARGEAT GOLD CREEK ClOOOCrSI \00 -\ CONTROLLED 5,000 :0 ~35,000 cfs WSEL a 10·n.92 00.42 +450 wMAINSTEMDISCHARGEAT GOLD CREEK CIOOOCrS]100 Figure A-1.15.Stage-discharge relationships for cross sections 5 (Gage 112.355)and 6 (Gage 112.3X6) at site 112.6L. \l 'I I l 1 i 'I "~1 I i 1 ) <:."/~~:~' ;p ! I-' 0"> 2.CROSS SECTION 6 I GAGE 112.3S6 ~"OO/~~:S ~ ~ l' ~ o I-I CROSS SECTION 7 GAGE 112.3S7 m ~ ! ~ -I COIHROLLED 9,000 '0 ~24,000 cfs WSEL =-'°.0 .78 0°·38 +450 10MAINST~D1SCHARIil~AT GOLD CREEK [lOOOCfSl 100 CONTROLLED 9,000 L..0 (.24,000 ch WSEL =-10.0 .68 0°·38 +450 -I''I~I lL MRINSTEM DISCHARG~AT GOLD CR~EK IIDDDCfSI Figure A-1.16.Stage-discharge relationships for cross sections 6 (Gage 112.356)and 7 (Gage 112.357) at site 112 .6L. 1 l 1 l J }}i I 1 J 1 1 I J J ~,, CROSS SECTION 8 GAGE 112.3X8 o 5!,I CROSS SECTION 8 GAGE 112.3S8 ~ 111 111 ! -t ~ I,.0.98 ~Y r 2 =1.00 n =5 111 n =7 )::0 LJ')... I .!. I--' -.I ~ -, CONTROLLED 7,500 (.0 '-11,600 ch WSEl ~-10-~·51 01 .02 +455 WMAINSTEHDISCHARGEATQOLD CREEK (lOOOCfSJ I[IJ CONTROLLED 5,000 (,Q (,35,000 ch WSEL =-10-1 .03 0°·41 +455 ""'I''i ,•W 100HRINSTtHDISCHARGEATGOLDCREEK(IDDDCfSI Figure A-I.17.Stage-discharge relationships for cross section 8 (Gages 112.3X8 and 112.3S8)at site 112.6L. 1 )~i 1 1 ~t 1 1 1 c 1 J ))i J J ]J )::> I....... OJ ~ LtJ ~ i ~I MOUTH i GAGE 119.2W1 r 1 =1.00 n "6 ~ ~ ~ CRO~~SECTION 1 GAGE 1.19.2S 1. r1 "1.00 n ,,13 BACKWATER 5,000 L 0 L 24,500 eft. WSEl s-,0-1.57 0°.54 +505 -,'i I I 10 100NAINSTEMDISCHARGEATGOLDCREEK(IOODCfS) ~I BACKWATER 5,000 L 0 L 24,500 cf$ WSEl s-,0-T.62 0°·55 +505 10NAINST01DISCHARGEAT GOLD CREIK (lDOOCfSJ 100 Figure A-l.18.Stage-discharge curves for at the channel mouth (Gage 119.2W1)and cross section 1 (Gage 119.2S1)at site 119.2R. 1 i )]..~1 1 1 )1 J 1 1 1 !'!i CROSS SECTION 2 I GAGE 119.2S2 O~__-------------'i -•CROSS SECTION 4 GAGE;119.2$4 ):::00 I I--' 1.0 ~ ~ ~ -I rZ ..1.00 n ..9 BACKWATER 5,000 L Q "-211,500 ch WSEL .-10-T.62 QO.55 +50S ~MAINSTEM OISCHARGC AT GOLD CREEK I1ooocrs I 100 ~ ~ ~ -1 B rZ :=0.99 n ,,6 a A A:UNBREACHED 5,000 ~Q £...10,000 ch NO EQUATION DEVELOPED B:BREACHED 10,000 L Q l-211,500 ch WSEL •10-2:18 QO.69 +505 ~HAINSTEM DISCHARGC AT GOLD CREEK I!OOOCFSl 100 Figure A-1.19.Stage-discharge relationships for cross sectins 2 (Gage 119.2S2)and 4 (Gage 119.2S4) at site 119.2R. )1 1 l 1 1 -1 1 ]j )J J »1 ~oo n '"9G A :t:>o I No lil,CRoss-seOllaN 6 ' GAGE'119.286 ., ~ ~ i ,,:UNBREACHED 5,000 ~Q L..10,OOO cfs NO EQUATION DEVELOPED B:BREACHED 10,000 t-Q ~21t ,500 cfs WSEL ~10-0:83 QO.41 +505 -I wMAINST£H DISCHARGE AT GOLD CREEK [lOOOCfSI 100 Figure A-l.20.Stage-discharge relationship for cross section 5 (Gage 119.255)at site 119.2R. 1 }1 J I 1 J i I J )1 j I 1 J 1 I 1 {,)I i .C~OSS SECTION 1 GAGE 132.581 -----. n I CROSS'SECTION 2 GAGE 132.682 A c ~"0.99 n ..6 A c ~=1.00..r _5 n - ;p I N I-' I- W W... ",(. <.!' d.r. '" AI UNBREACHED 5.000 :Q ~10,500 cf. NO EQUATION DEVELOPED B:BREACHED 10,500 ~0 ~23.'00 cf. WSEL •10-0.0~0°·19 +620 I- l::l... <.:>c. u;,• -J~:r Al BI UNBREACHED 5,000 =0 L 10,500 ch NO EOUATION DEVELOPED BREACHED 10,500 L 0 '-23,100 ch WSEL •10-0 •06 0°·20 +620 C:BACKWATER 23,100 ~0 =35,000 cf. NO EQUATION DEVELOPED !"i~I N~TEM GJ ~O,[1Rr;E:nf;;lJ).~Cf\EEK I I nsrj~-:PS}Ie:: CI BACKWATER 23,100 _0 _35.000 cf. NO EQUATION DEVELOPED -,I I 10 M'11 NST[M !J i ~(:11F1RGC AT GOLD [REEK I 1DGGers I Figure A-1.21.Stage-discharge relationships for cross sections 1 (Gage 132.5S1)and 2 (Gage 132.5S2) at site 132.6L. ))-)))1 )J ~J I J ]i ~ ~ I"-..1'.';.!'I •I CROSS SEC.TION 4 GAGE 132:584 CROS8 SECTION 5 GAGE 132.5S5 ~ )::- I N N .....ww <.. c.:r. If .:l'-'1 ~ A AI UN BREACHED 5,000 L Q L 10.500 eh NO EQUATION DEVELOPED BI BREACHED 10,500:0 ~27,700 eh WSEL.10-0 •12 QO.18 +620 r 2 ..0.98 n ..6 ..... W ~j <.. o f. 'f. -'<.., c'l ::J: A AI UNBREACHED 5,000 ~Q '-11,900 eh NO EQUATION DEVELOPED 51 BREACHED 11,900 ~Q ~27,700 efs WSEL •100.~9 00.19 +620 r 2 ..0.97 n ..7 ""I I~ M'HNSTEM D15ChAR(;E AT [.;OLD CRf.:fK (iOr_::;.~-~:l !.-:'r:I :~ M'I!NS reM SI sr'''lf1Rr~E f~T (~f~L:~-.'I\~~r<f;~;:j,.:r;F'~) Figure A-l.22.Stage-discharge relationships for cross sectins 4 (Gage 132.554)and 5 (Gage 132.555) at site 132.6L. j )}1 1 1 J i J 1 ]j 1 ] r 2 ..0.99 n =7 ~ A CA08S8~:rION 7 GAGE 132.587 r~I I ~ r 2 =0.96 n =7A I •I CROSS 8ECTlO..N 6 ~AGE 132.586 .....ww '- or, lD, t:iw.... aco (D.. d,~ :J: .-l \!I :0; J=o I N W AI UNBREACHED 5,000 :-Q L.10,500 ch NO EQUATION DEVELOPED A:UNBREACHED 5,000 =Q ~10,500 Cf5 NO EQUATION DEVELOPED 5:BREACHED 10,500 '-0'-27,700 ch WSEL •100.~9 00 •19 +620 1;' !19:N',)T~r.f}!SCI,~~c::n:-(..et S ;r~::cr:I 1O(/X}'S I j;;C BI CONTROLLED 10,500 '0 ~27,700 Cf5 WSEL •100.~7 0°.19 +620 _,,I I I';::~. M91 NST[M ')JSf,hARC£:AT (.,;f1l0 CREEK (\lJSGcrs J Figure A-1.23.Stage-discharge relationships for cross sections 6 (Gage 132.556)and 7 (Gage 132.557) at site 132.6L. )1 1 1 J I 1 1 1 ]1 J 1 ]]j " I i ....w W '- oc, 'f CROSS SECTION 8 GAGE 132.5S8 A ~ r 2 ,.0.97 n =7 ....ww '- '-"r. 'f CROSS SECTION 9 GAGE 132.5S9 A o~ r 2 '"0.82 n =7 :x:- I N .p:. d ~ A:UNBREACHED 5,000 ~0 ~10,500 eta NO EQUA TI ON DEVELOPED B:BREACHED 10,500 '-0 '-27,700 eh WSEL a 100 •T1 00 •19 +620 10': "F~:~~r~Te!~.i r Sf'hf1.f{(j(AT r·/'l.f:CR::EK r 1OrJGCTS I :.--:f, d ":l: Al UHBREACHED 5,000 :-Q I..10,500 ch NO EQUATION DEVELOPED BI BREACHED 10,500 I:.Q '-27,700 eh WSEL •100 •59 QO.08 +620 ,.: ~';:WJTC:1 DiStl-19·~·r;,!:~ri'(~r.:~,;:~CRE[i"J !::::~(,/:rSI ;,....r" Figure A-1.24.Stage-discharge relationships for cross sections 8 (Gage 132.5S8)and 9 (Gage 132.559) at site 132.6L. )I J ]1 1 1 1 J 1 J 1 J:" I N 01 t- tl t- o "-(C + ....J W"'l:J:: I"r-CROSSSECTION 1 GAGE-136.0~U r 2 ..1.00 n ..6 CONTROLLED 5,000 ~0 ~35,000 cfs WSEL ~-10·1.59 0°·56 +670 § 10. a.... '£' dL"l :J:: n I 'I CRO$S SECTI9N 2 GAGE 138.082 r 2 =0.99 n =9 CONTROLLED 5,000 i..0 <..35,000 cfs WSEL "-10-1 .30 00 •49 +670 Ie r-;Cj j N';T[~S I SChA!~r;E AT (;OLD CREEK (lODGers) :;;;::.}I~,L M~I NSi'EtI GI SLhARC;[AT GelG Cr·;-EEf r I GGGer's j Figure A-1.25.Stage-discharge relationships for cross sections 1 (Gage 136.051)and 2 (Gage 136.052) at site 136.0L. J I J J 1 j I J i i 1 I )j )]'I )::> I N 0'1 I- W W L. '-1 "- 'f -'L1 ,~ :l: CJ I CRO§S SECTION 4 I GAGE 1 a6.0S4 r Z ..0.98 n =12 CONTROLLED 5,000 L Q L 35,000 cfs WSEL =-10-TI .92 0°·41 +670 ....w W L.- a "-lC+ d ~ C~TI ""'" CROSS SECTION 6 GAGe 136.0S6 r Z "0.99 n =8 CONTROLLED 5,000 <.0 <.35,000 cfs WSEL =-10'0.26 00.26 +670 d/,:)J, M9!~6TD~OlS(.I"IAR(;[PT ["Cl G CREeK IICGGCI'SJ d t j.~ '1q rNSiEt::J rS(,t-;A:::(~C AT (~OLf)CI\~EK t lCSGSfSJ :,;r.: Figure A-1.26.Stage-discharge relationships for cross sections 4 (Gage 136.054)and 5 (Gage 136.055) at site 136.0L. j ..~I I -j )1 !J J 1 1 1 I ]1 ):0 I N -......I .... tl... o "-w+ d<"3: ~I -.CROSS SECTION 6 GAGE 138,OS8 CONTROLLED 5.000 L 0 I..35,000 cfs WSEL .-10.0.3300.29 +670 w r-l"INST[M C1SfhfiRr".;i[AT C,,['L.:~Sf\C£K (IG~r)2rs) I':; Figure A-1.27.Stage-discharge relationship for cross section 6 (Gage 136.0S6)at site 136.0L. ~J J j ]1 ]]J i CROSS SECTION ,2 GAEl!;147.PM2 --------=:::::-::-------------------------l'~1'CROSS SECTION 1 GAGE 147.0M1 ·-1 I ~ n Nco ~~ Li co (..""I. c,~ '" r 2 ..1.00 n ..7 B.. C> c.~+ d '"'" r Z ..1.00 n ..6 CONTROLLED 5,000 (0 ~35,000 cfs WSEL =-,0-1 .7,0°·78 +810 CONTROLLED 5,000 ~0 =35,000 cfs WSEL"10-1 •47 0°·52 +610 j'; N:iINSTEM r.:fsrhA~~/~[P.T ~~r::l.:;2l\EEK f InSG~TSj J::'C r'1'lINSTEi!01SChAR(~£fiT'"'(~Ol.G CREEK r1CGSC~-S I 12~. Figure A-l.28.Stage-discharge relationships for cross sections 1 (Gage 147.0Ml)and 2 (Gage 147.0M2) at site 147.1L. J i --J 1 J 1 I 1 1 1 j 1 r Z =1.00 n =7 OROSS SECTiON 6 GAGE 147.0M6 ~'I I r 1 =1.00 n =7 s r CROSS SECTION 3 i GAGE 147.0M3 ....w W l.- co "~ ....w t' o ~, ~ )::> I N \.0 dc'> X ~x CONTROLLED 5,000:0 ~35,000 cfs WSEL =10-~·66 0°.40 '+610 CONTROLLED 5,000:0 '-35,000 cfs WSEL =10·~·69 0°·37 +610 -'I'I~ M91NST[M DlsrIiAr-G[AT GOLD CREEK IIOGDcr~J ICC 1.1 M91NSTEM DISCIiARI,[fiT C,C,[):;R[[K I I CDOU'S I Figure A-l.29.Stage-discharge relationships for cross sections 3 (Gage 147.0M3)and 5 (Gage 147.0M5) at site 147.1L. 1 J }J •~1 1 1.t i J I }J (~'I I I·~.7'I :t= I Wo ... tj l. C> CD + ~:J: CROSS SECTION 8 GAGE 141.0M8 .CONTROLLED 5,000 <0 ~35,000 cf$ WSEL =-10-~·62 0°·36 +810 r'"1.00 n •5 -I 10 Mil I N5TrH ~!~CliAR(;£(1T C<~L0 CREEK I t OGSCf3) IIX Figure A-I.3D.Stage-discharge relationship for cross section 6 (Gage I47.DM6)at site I47.IL. J I 1 J )i J J ),1 I j ___.__._.__..__~_'M ._.•...__._..•~__M_._M_.R ._..__..N.~.~_N .__._ T,,,b 1 Eo {.'1--'1 •:l Summary of site-specific data collected for rating curve analysis at F:.M.Hll"2R. Staff Gage Location Number within site )::a I W I-' 1 Q51 •:281. 1.(~Il .:::82 101 •2S~:; C,r D5S t3lK tj,on 1 C/'''OSSSI=';·CtlCWI 2 CI'"'05S:'f..k.'cti on ::~; WSEL Date Time (f t) .-._.-'-""---_...-....----_.- B411Z1lZIb 12121f21 359.47 841Z192::5 131Ml 359.55 84121924 131121 359.46 B41ZIcJ24 1312hZI 359.51!1 84121914 1815 ::::;5(~.54 84lZ1912 164121 359.54 8412191213 131l!1 359.95 84 11.,9 IZl:3 1535 36121.1'il7 841218::;:(1.1 115f21 361.Ql8 84121829 1712 361.41 8 LHZI 8 1Z1 8 1255 362.l1Z1 841Z1827 161215 362.95 E!412j92it :3:59.6L~ 841!.18:~:;W 124l!l ::.6l!l.Ql8 84121829 181216 36fZI.62 B41t.1812i8 141Z1121 ~561.49 84IZ11:'327 161217 :36~':::•:;~2 841 !Z11Z16 12121121 361.28 84Ql9~J.t:'1 1416 361.3~; B4k.Fi24 131Z1121 361.31 84Ql924 1 ::;'2121 ~561.33 84121914 1815 361.29 Flow (cf s) lZl 25 281Z1 .8 IZi Discharge (cf s) ---_............"""'"_._. 6,78l!i 7,8chl1 8,29!ZI 8,291Z1 8 ,Bllil!l 9,IZISfl 11,200 11 ,21l11l.1 15,3 1?1 !Zl 17,412l1Z1 2 ~J,I2lllllll 27,71211Z1 8,290 15,300 17,4Ql0 23,l!l00 27,700 6,780 7,890 8,290 8,290 8,80l!l J;J l l i ..-J I J j -J 1 t,B 1 I TElblE:'Pi-·l.1 (c:ont.)Summary of site-specific data collected for rating curve analysis at R.M.101.2R. ~_..._._..'_H.~.~"_...•..R ~•_ __._.••~._._.'_.__•.__.__._~_.•_M._'__._••__._..•._••_•••__••_._.•~•R ._.~_ Staff Gage Location Number within site 101.283 Cress Section 3 (cent.) )::- I W N 1 ~2j 1 •:?H4 1 iZi1 •2~35 Cr··osr::;Spc:t i on 4 Cr-(J~,S Sect.ion ::;; WSEL Dia t i:?Time (f t.) .....--._.-_.----_......_-..-........._-- 1:3412j912 1.b12H2>:;;;61.29 84-12>912 361.31 84·!?I (7 121 3 1 L-::-.....c::-361.812>t..)J!.,...1 8 412j91!1~~)1351!1 361.83 84i!.>831!1 1445 362.1215 84i!1829 1715 362.4IZ> 8412>8$218 125121 362.97 841 IZ>lZ>6 1155 361.23 84121925 1412>7 361.26 84·12>924 1:3:25 361.26 84121924 :361.3IZ> B4l!.1914 1.82121 361.26 B41;:1912 151 ~5 :361.28 B'tl2191 :;-~3~11 •3121 84121':rl!.1~3 1422 361.85 8412183i2>1627 ~562.97 8412i8512>161216 362.98 84121829 1718 363.~,4 84$2181Z18 1245 363.88 8412>(7'L~4 361.49 84 1218:::;'s21 16:38 363.$218 841218:;~Ci 1647 363.65 84iZI8lZ1B 1 -,!"<;;,I:;;'~564.~56....1.....,\-.1 Flm~ (c.:,fs) 25 286 .2 27 27i!.1 2712> 12> Di schargE~ (cfs) 9~080 9,080 11~200 11,200 15,300 17,400 23,000 6,78121 7,89121 8,2912> 8,29i!.1 8,ElQI12j 9,i!.1812j 9,1218121 11 ,212>12> 15,312h21 15,3iZh25 17,41012> 23 ,IZI12h2> 8,290 15,300 17,400 23,000 --.-••-••------------------.-.-••-.--_.•._••_·~_·__••_.MN_·~.R "•_ J 'j )l J ]l\;])ti -J I;j )J i•./JI r ....'1blt"l A-·1.1 (cont.)Summary of site-specific data collected for rating curve analysis at R.M.101.2R. Staff Gage Location Number within site ):;- I W W HH"2f.36 1 !.!l 1 ":287 101.2Sfj Cr-oss 3ec::ticm 6 CrT'SS f;t~ct ion 7 ClrOSS Sec t.ion 8 WSEL Date Time <ft>_.._---"-_._..------_..-..__..__.. B41 fWl6 115f21 361.113 84(21~725 1:34121 :;61.96 84(;~1924 1 :::;3121 361..96 8L~I!.j9 1.4 1B3121 361.94 841211112 1:3:36 ::;:61.94 B4Qi912 1 ~~:'4::j 361.99 841Z19Ql3 1452 362.39 841218:::::1?-1 171210 ~56~~.1121 84 I?-l132 'i 1,646 :363.69 841218v.1B 1 :~;'5!21 364.44 841 IlIQlb 1145 ::;::61.89 84121'7~~5 1345 ~561.92 El4121924 l:~;:35 :;61.t.72 84l!.1~~24 361.95 84(21912 1:2:'1218 :3 ....:11.94 134121912 1 ~515 362.lZll?1 841?19l21:3 1525 362.39 84Q1l33121 18 v.1 121 363.46 84121829 164121 363.92 841218121B 1215 ~564.62 El411MI6 1145 ~S61.84 84121925 1:315 361.9!Z1 84J?1924 134121 361.9121 Flm'l <c'fs) • 1 26 273 .4 121 19 255 1.1 Discharge (cf s) 6,780 7,890 8,290 8,800 9,080 9,080 11,200 15,300 17,412I QI 23,000 6,780 7,890 8,29121 8,290 9,080 9,080 11,2Ql0 15,300 17,400 23,000 6,78QI 7,89121 8,29121 J J "f;J ~)'S 1 i ~ TL':\ble A-i.!(cant..)Summary of site-specific data collected for rating curve analysis at R.M.101.2R. Staff Gage Location Number within site 101.288 Cross Section 8 (cant.) ):::- I W +>0 1lZi 1 ..2511 1 !.2j 1 •:'2M 1. ,Cr oss ~Jec:t.i on 9 1'1e,;0\(j WSEL. Di::\te Time (f t) _._._...----..----.._------ 8411.1912 1239 361.95 8411.1912 1245 362.11.11 841219121:3;161215 362.41 8 4121 cJ 121 :~::362.43 8412191213 1605 :;':;62.45 84v.18~~121 175121 36~3.5121 84i!.1829 1542 363,,92 841!181218 121l!1 364.71 8411.1924 135121 362.77 84121 cJ 12 1145 362.83 B41Z1 l ,I213 1611.i5 ~'63 ..34 84121B311.i 1832 ~J64.1211 84121829 1818 364.37 8412181218 1211.HZI 364.97 8411.1925 13121121 ~,62u 93 B4l21924 :36:~).1212 8411.1''124 14121121 363.J2J3 fJ41?1912 113121 ~)6:3.3121 B41?iCjlZi:3 17lZi0 :363.81 8 41218 ~:;IZI 183lZi ~~;64.62 841Z1829 163~5 :365.fl1 841Z181218 1212HZl ~;t,5"72 Flow (cfs) 19 T36 5:3:3 21 269 Di schal~ge (cfs) 9 ,1218!21 9,1?18121 11 ,2lZHZl 11 ,2121l?1 * 11,2121121 15,312HZi 17,412HZl 2:;;,I1.lIZl121 8,290 9,080 11,200 15,300 17,400 23,000 7,890 8,290 8,290 9,080 11,200 15,3e0 17~~00 23,000 ._-.__._--~---._.__._---_••_---_._--_._.__._~-_._••_--·~~·_---_·_---'R "~~_ *Average of two separate WSEL observations. 1 t .~.J i 1 i'j I T Elb 1 e f~--1.2 Summary of site-specific data collected for rating curve analysis at R.M.101.5L. ):00 ow (J1 Staff Gage Location Number within site 101.2X1 Cross Section 1. 101.2X2 **Cross Section 2 WSEL Flow Discharge Date Ti.me (f t)(cf s)(cfs) .._-_....._..-..------------------------------ 84HI12 361.5121 1622 6 ~21lZ1 8411211211 :::;:61.6 III 1696 7,83121 841Z1911 :361.85 221 :3;9,3:3121 B41218~;1 362.7 Iii :3;53~j 14-,3121121 -Il- 84-!?182QI 363.17 18 ~5121121 8412182~)365.21Z1 28,9IZl!21 8311121:,1525 362.57 4 ~5121121 8:3112127 1655 362.6125 5,1212125 82111112 1633 362.73 7,9512l 8411211212 362.7121 7,98121 8211211219 11213121 362.89 8,44121 82112Jf57 1415 362.96 8,64121 83112111 1445 363.22 9,5219 8~312J9 i 6 12;94121 36:3.29 1 ~!j ,5iZ}~Zj 82121B22 163121 363~44 12,2121121 8311191.1.11211111 363.55 12,212l!21 8212182:3 1124 363.47 12~3121121 8::::;11211211 151215 36~).83 13,2121121 f32 1219 1259 125121 363.64 13,412l!21 8212181 ~;:;142111 ~~)6~j.7111 13,6121121 82121927 1825 363.83 13,8121121 *Instantaneous discharge estimated from time lag analysis. -**:3amc lCK2\ticm i~-\~5 19B2 and 1118:~,ga!;)t:Hi1.2rI4. 1 I f .~W J V -.JJ <"b l!. .--,1 t "'" ~~j ._._.._._.__...__...._n __•w~•••__~_".__._.d ._.••._.•__ Table A-l.2 (cent.)Summary of site-specific data collected for rating curve analysis at.F<"t'1.1l!i 1•5L. ):;0 I W m Staff Gage Location Number within site 101.2X2 **Cross Section 2 (cont.) WSEL Flow Discharge Date Time <ft)<cfs><cfs) ___........N_-.._---_...---------_.._--_.----------- 82k191~j3 154:)::::;63.97 14,6121121 8208:31 ~'::'64.1217 1 b ,1912H21 821081217 1:347 364.13 16,5121121 8212181218 195121 364.22 1 b ,612~i21 83IZ152'.~1.12145 364.14 17 ,1211211Z1 8:3;1217 21Z1 1835 364.4QI 18,612H21 8~51Z1722 18519 364.45 18,blZlll1 8:::'~12172IZj Q190l21 364.49 18,bQlQI 8::::;121822 122121 364.76 21,bQIIZI 8312181215 1635 364.82 21,7iZIi!l 83121619 112:5 364.9QI 2:3,lZII21121 83121619 1830 364.99 23,Q11211i.1 8~~:.v.161 7 1142 364.'?'5 ~2::::;,31Zil21 13~~121621 173121 365.24 24,III I!!121 8::12192IZI 145121 365.39 24,IZl lZI!Zj B~~;;IZI81217 145121 365,,25 25,121121121 El~~12171 :)1111Z1 365.38 25,61!il2l B3l2i8v.I E3 1 't21!1 365.63 26,12IIZ1121 S:31?171213 1645 36~5.22 26,21ZlQI 8 ::;1217 !lIb 141215 365.27 26,3121121 8:5121828 1l!.i5::~3tJ5.53 26 ~612HZl **Same location as 1982 and 1983 gage 101.2M4. I 1 f)1 r )t \ Table A-l.2 (cont.)Sunlmary of site-specific data collected for rating curve analysis at R.M.101.5L. 101.2X3 ***CrosS Section 5 » I W '-oJ Staff Gage Number Location within site WSEL Flow D1.schargl? Dat.e Time (fU (cf s)(cf s) -_._-------_.-_._.__.---_...._._,....__.._- _._------_.~-- B311l!>3 15212>365.11 4 ,~5y-51Z> ~:r5ll!>:;D 165Y.1 365.19 5,1?>2IZ> B4ll21 1:;~365 ..23 6,2i1!l 831 IZ>2 12>1645 :365.71 7',=~3~!j 84112H!.52 365.7121 7,98i!.1 8:3:11211 1 1441 365.92 9,5212> 8312>916 1l!12IZ>366.Ill:::;;H>,5012> 8~'::'12i911 12l9:312>366.:3;3 12,21Ml 8 :2;1 JZI iH 1 ::,311>366.612>13,212112> 8~'::'l!f716 1145 366.82 16,412hZ! Er3I?>529 112145 366.8::';17 ,12>IZi~1 B~51217212>1S3Q>367.16 18,611.112i Er$I?,1722 1825 :367.23 18:1 6 l?1 121 8~5121822 j ,.,"""1:.-367.64 21 ,6121121...::"_I~ 831?18Q>5 16312>~:"67.72 21,7010 Er3:121619 11212>367.68 2 3,12h2HZ> 83121617 17:35 367.86 23,3IZ112> 8:3l?1812>7 1.455 368.1l>7 25,12112>121 83121812>8 191012>368.36 26,12>!!>!!1 8 :::.~III 712>3 :;;68.12>2 26,212112> 8312571Z>6 1412H2>368.11 26,312h2> 8::::;~:>828 112>55 368.24 26,6lZlf21 ***Same location as 1983 gage 101.2M6. I 1 -.'I i 1 I 1 Table A-1.3 Summary of site-specific data collected for rating curve analysis at R.M.Hll.'lL. Staff Gage Number 11211.8S 1 Location within site Cr-OEiS Sf?C t ion 1 Date 841 121 v.1 2 841lJ921 8 Ll121831 84v.183121 84121829 84121713 Time 1547 1126 153lZi 153121 1:;'\15 WSEL (ft) 366 •.69 :367.86 368.49 :;',68.75 369.11 369.36 Flow (cf s) Discharge (cfs> 7,98QI 11 ,4111121 13,6121121 15,3121121 17,41211!1 21 ,2121121 » I W 00 1 i212.!Zlp 1 1 ill:2.iZW2 en1!::.S Sect i on ~$ Cr·o~-iiS Sect ion 4 8411211212 84121921 164m 8412183121 12121121 84121820 8412181121 161210 84121825 1525 84101212 840820 84081121 1600 84121825 1525 368.21 371.43 3721135 ~:;;y 2.81Z1 373.,92 :376.15 368.99 37:3.91 375.1211Z1 376.45 7,98lZi 11 ,4121121 15,31ZI QI 18,5121121 24,lZI121121 29,8lZl12l 7,98121 18,51210 24,1211210 29,80121 1 'i I }I J 1,,l~"I ')!1 _____._._.__._._N_.".H·.__.·.···._._..._.__..•._...._.__.__. . ._ T;"b 1 E'1-'1--1.4 Summary of site-specific data collected for rating curve analysis at R.M.105.8L. » I W I.D Staf f GaC;jf2 Number lIil :,,;•6 P !il 1 W5.6F'1 Location within site Cr'oss Sec:ticHI 1 Cr·oss Sect ion 4 ltJSEL Flow Oi sch~1rge D.'ate Time (f t)(c:fs)(cf s) _.._---_..------..-----_.._----......._.....---_.._......._-- 84121928 123121 397.31 7,32121 841!!IIZ11 152121 397.47 7 ,8~5lZj 84121914 1612H21 397.7Ql 8,81210 84~Z1914 16v.16 397.71 8,81Z1!!1 84121911 151Z11l1 397.9Ql 9,33121 84lZ1928 12lZ1Y.l 40121.11 7!1 32as El41lZi 1211 1617 4lZ11Z1.22 7,83121 841 1211Z1 1 1521Z1 41Z11Z1.23 7,83Y.l 84121914 161210 4121121.38 8,81Z1121 84121911 14:3l!1 412HZl.51 9 ,~::;.3121 84l!1831 12l!!1 41Z11 •43 13,61Z1121 84l2183~~1 133121 41211 •6El 15,3 !?l lZl 841Z183l21 133121 41211.74 15 ,~.512l!ZI 8412182121 1715 41212.1 Ql 18,51Z1121 841Z181l21 1155 41212.94 24,121l21121 84121825 161219 41214.62 29,80~:1 1 1 'I )l 1 1 Tabl e (-',--l.~j Summary of site-specific data collected for rating curve analysis at R.1'1.112.6'-. Staff Gage Location Number within site 112.3XIC Cross Section 1. (Low Flow)Left Bank 112.3X1B Cross Section 1 (Hic;)h Flow)LE?ft Bank ;:r;:. i ~o 112.3t3 1 Cross Section 1 Right Bank WSEL Flow Discharge Dat.e Time (ft)(cf 5)(cfs)_.__.....__...-----.....-._-_.__......_...--_---------------- t14111H2i5 151l.1v.1 45ilJ.6v.1 7,1218121 B4QI92 cl 1::7i55 45111.61li 7,4HI 8 4l!.1'~::::121 1546 45121.66 7,5QI121 84 IZI I;.'16 45121.84 8,28121 84121913 451.1210 9 ,12IIZII1.1 8411191215 i2IB3IZ1 451.31 lIZi ,41MI 84QI83121 452.67 15,31MI E:i4l!l822 123121 453.42 19,1121121 8412181 121 454.1216 24,l!IIZI~~i 841 V.IIZI5 151M21 45lZl.7~5 7,12ISI?1 H4l:~1916 45121.l i6 8!.28121 84121914-162121 451.v.18 8,8IZII?1 841Z191?-14 45.1..54 lIZ!,8QI121 84IZ18~~;l!.1 452.54 15,31Zl lZl 84l?lH22 1248 453.:-~8 .1.9,1121121 S41Z181 121 454.IZ16 24,l?IIZiQI ---••-----.------.------.-.----•••---------------.._.R _ i 'l t 1,1 l ,,1 "-'Jfl 1 l I l 1 _.N ._._._.•__~._._.•._.•__•M •__•~•~---_ Table A-1.5 (cont.)Summary of site-specific data collected for rating curve analysis at R.M.112.6L. Staff Gage Location Number within site 112.3X2 Cross Section 2 Left Bank f 112.3S2C Cross Section 2e<Low Flow)Right Bank 112.3528 Cross Section 2 (Hiqr"1 FlolrJ)Riqht B"lrlk WSEL Flow Di schar'ge Date Time ('f t)(cf s)(cf s) ..__.._-_.._..-------_._---______w_---_..._------- 841 !~1y'15 15011.1 451.36 7,IZI 8 121 8412i929 161Z1111 451.36 7,4110 841219:::;;121 1540 451.43 7,5QIIZI 84121916 451.61 8,28121 84121913 451.78 9,121,:!i!!.1 8412191115 452.1121 1121,401Zi 841218:3121 453.25 15,312HZI 84121822 133!l1 453.67 19,HIIZI 84121811ZI 454.31 24,lZly'i~~1 8411Z11215 15121IZI 451.91 7,IZi8QI 8412193121 154121 452.lZl6 7 ,:'j i2l1Z1 84121916 452.14 8,28121 84W-i14 1621Z1 452.l~j 8,BIZlfi (i412i91 :3 17l1.ilZl 452.25 9,12112hZI 8412191214 452.4 III 1121 ,812h21 84121fJ311.l 452.85 15,3121121 84121822 1 :31ZllZl 41::."~C'C'19,llZ1l2i,J._,.,J...) 841?1811?1 455.22 2 4 ,121 p-H21 I )1 l 1 I •f 'I l -J i Table A-l.5 (cont.)Summary of site-specific data collected for rating curve analysis at R.M.112.6L. Staff Gage LDcation Number within site 112.3X3C Cross Section 3 (Low Flow)Left Bank 112.3X3B CrDss Section 3 (High Flow)Left Bank):> I 4>- N 11:-2.:382;Cross Section 3 Right Bank WSEL Fl o~oJ Di sc:hal~ge Date Time (ft)(cfs)(cfs) ----------------_....._..-........-_--------------'"- f3 4-llZH?15 151210 452.54 7 ,1218121 EI4121929 16QI5 4C:-I"'1 1:::....,7,41QI_,..::..\J~ 84 1l1'J:3QI 1512 452.59 7,512l lZl 134Q1916 452.68 8,28121 84121914 162121 452.68 8,81210 84Ql913 452.79 9 ,IZllZH21 8412191215 452.97 10~1 41Z1IZI 84121'llQ14 453.12 HI,8 Ql Ql 84121822 1352 454.2121 19,HI!!I 8412181121 454.62 24,I2llZllZI 8411Z111.15 151Zl0 452.54 7,/Z18QI 841Z1929 16411.1 452.56 "7 ,L~lIZl B411.19:::;;Ql 1534 452.6Ql 7,5121121 84121916 452.91Z1 8,28121 84v-191 ~;17v-llZl 453.111Ql 9,Qll?IQI 84121'-1 j1.1 4 45:3.35 1121 ,81lHZl 84Ql8~5121 454.37 15,::,QHZI 84Ql822 1:352 454.91 19,Hll!1 84Ql81121 154lZi 455.39 24 ,12IIZ11?1 I 1 i I 1 1 I ·l )I l ~1 1 t j I Table A-l.5 (cent.)Summary of site-specific data collected for rating curve analysis at R.M.112.6L. at a·f f GagE? Number 112.:3:X:3:P,C Location within site Cross Section 3A Left Bank Dat.e 841005 840929 84121930 84121916 840913 84121905 Ti.me 1512HZI 1611,21 143l..il WSEL (ft) 454.21 454.21 454.26 454.35 454_46 454.6::~ Flow (cf s) Di schal'-ge (cfs) 7,1118121 7,4112l 7,51Z1121 8,28121 9,0121121 1 Qi,4121121 )::0 I ~ W 11 2.::::'fJ::;'AC Cr05S Section 3A Right Bank 84101215 151210 84121929 162121 840916 840916 8412191215 454.51 454_52 454.blZl 454.61 454.79 '7,12i8l21 7:1 41lZ1 8,28121 8,28121 llZl ,41!1121 112.3X4B (2)Cross Section 4 (Low Flow)Left Bank 112.3X4B (1)Cross Section 4 (Low Flow)Left Bank 8411211215 15121121 840929 1615 84121916 840913 170121 84121905 840905 84121830 840822 143121 84081121 454.81 454.82 454.98 45~).14 455.31Zl 455.31 4~j6.0QI 456.36 456.67, 7,080 7,41121 8,28121 9,121121121 10,4121121 10,41210 15,300 19,10121 24,000 1 )l ,}I 1,~l I 1 Table A-l.5 (cont.)Summary of site-specific data collected for rating curve analysis at R.M.112.6L. Staff Gage Location Number within site 112.3S4C Cross Section 4 (Low Flow)Right Bank 112.3848 Cross Section 4 (High Flow)Right Bank ):0 I .p. .p. 11.:;2.:3X~:i 112 ~35::; Cross Section 5 Left Bank Cross !..:;(;?c.t i 011 5 Ri 9ht BcH"lf;: WSEL Flow Discharge Date Time (f t.>(cf 5)(cf s) ..-......__.._......._......_----------------------------- 84111.111.15 15i1.lQl 453.42 7,IZlBlZI 8411211215 1522 4~j3.4:3 .,,1218121 84121929 1635 453.43 7,41l21 841Z191 :~:;1 "lIZllZl 453.77 SI,lZllZIQI 84Q191?l/l 454.1'7 HI ,81Z11Z1 84IZ18~;1!1 455.56 15,31Z1~~1 84121822 133121 456.1216 19,HIIZI 841Z181lZi 456.54 24 ,QII?II?1 8411.ill?15 151111ZI 454.92 7,Ql8121 841Z193121 1 ~5~2IZj 454.97 7,51Z1Ql 84121916 455.11 8,28121 8412191:::171Z1lZI 455.25 9,12@!Zl 84t:19lZ14 455.61 HI,8 QllZl 84IZ1B2::IZI 456.56 15,:JIZlQl 84121822 1445 457.l1Z1 19,1iZl!!1 841Z181lZI 457.4:::::24,121!ZllZl 84~~18:31?1 455.56 15,31ZIl?1 tl4lZ1822 1 :55121 456.16 19,1IZ1i?1 84l?181121 456.8121 24,121121121 --__.".._.•.__.__.w_.MR_.M •~w _ .. 1 'J ')1 1 ])I "i l 1 1 1 __•• •.w __•.__••~_._._.R ~•~_.••~_.•_ Table A-l.S (cant.)Summary of site-specific data collected for rating curve analysis .;..t:R.M.1 12.6L. Staff Gage Location Number within site 112.3X6 Cross Section 6 Left 8ank 112.386 Cross Section 6 Right Bank ):> I -t:> (}l 112":3X7 Cross Section 7 Left Bank WSEL Flow Di sct1arge Date Time (ft)(cf s)(cf s)---..._....._..-_._-------------....._----------_._-- t:141!l9 :::::IZI 11 :3:IZ1 455.13 7,51Z1IZ1 84121916 455.22 8,28121 841Z1913 171ZIIZ1 455.39 9 ,!t1l21!!1 84QI91Z14 455.8Y)1121 ,8121 IZI 841Z1831Z1 456.83 15,3/zHZl 84~1822 151121 457.47 19,1QIQl 84121913 1 '7IZi1ll 455.5~~9 ,IZI12llZl 8412191214 455.91 HI,8IZIIZI 84lZi831Zi 456.87 15,31Z1QI 849-1822 142121 457.49 19,llZil!l [3412181121 457.98 24,QIQIQI 8411Z112 455.17 215 6!,2HI 841219:::::QI 112i3QI 455.71Z1 355 7,5IZI I!1 841Z1916 455.94 8,28121 84lZi91 ~5 1 7lZIQI 456.19 721 9 ,l1.1~:iI21 841219lZ14 456.79 143121 HI,8 III QI 841Zlf33QI 298121 15,3121121 84121822 154121 458.7121 19,Hllli 84QI811Z1 4::i9.36 24,IZIQIQI ---------------------_._--_._----~~-_._-------_._._-------------------------------------------------- -'))l 1 _l _J l I 1 1 Table A-l.5 (cont.)Summary of site-specific data collected for rating curve analysis at H.lvi.112.6L. Staff Gage Location Number within site 112.3X8 Cross Section 8 Left Bank 112.387 Cross Section 7 Right Bank )::0 I .j::> O"l 112.3SB Cross Section 8 Right Bank WSEL Flow Discharge Dat.e Time <ft ><cfs><cfs>._-_..__...----_.----------_....._----------_.._- 84112112 21~j 6,21l!1 84IZ19:~:IZI -r C'c:"7,51Ml.~:,....J\J 8412191 :3 456.47 721 9,121Ql v.1 8412191214 456.85 145QI 1121 ,81Zil2S 8412183121 458.13 2'/8121 15,3121121 84121822 1445 45B.52 19,11210 8412181121 459.31 24 ,IZ1l21121 84t2193lZi H2118 457.59 7,51Z1121 84l.1.1914 1515 458.21 8,8/21121 8412191 ~J 171ZI121 458.17 9,l2101Z1 84Q19l214 111219 458.79 HI,BIZI ill 8412191214 112148 458.81Z1 llZl,BIZIl21 84121822 1625 46121.45 19,1l211Z1 8411111ZI~3 151215 458.61Z1 7 ,lZI81Z1 841219:::',121 458.66 7 ,5111~:1 84lZ1914 1515 458.95 8,B12jl21 8412191:3;17121121 458.99 9,12IIZI121 84l2191Zj4 459.24 HI ,812HZl 8412183121 46121.$l11 15,31Z1121 84121fJ22 15121121 46121.:36 19,1lZ1l21 1 J 1 )1 -)J l l "1 J l Table '::1--1.,,6 Summary of site-specific data collected for rating curve analysis at R.M.114.1R. )::0 I -t::o........ Staff Gage Location Number within site 1.14.0Pl Cross Section 2 WSEL Flow Di schargE.\ Date Time (f t)(cfs)(cfs) --_......._-_..-_..._-------------_.---------......_- f341l?11215 113!ZI 468.44 7,!lIB!ll 84!21926 1153 468.39 7,681l1 8411ll QI1 1447 468.43 7,83121 84!l1914 165!21 468.6121 8,812HZl 84121911 124121 468.87 9,33!21 841Zl82:!o 12QIlZi 471 •~~llZj 17,9 !1.l 0 84121812 471.14 1.9 ,!ZI !lllli 1 1 I 1 1 ·1 ~J }]1 1 I 1 1 1I) Table ?~·-1.7 Summary of site-specific data collected for rating curve analysis at R.M.115.0R. » i .j::o 00 Staff Gage Location Number within site 114.9Pl CrDss Section 1 WSEL Flow Discharge Date Time (ft)(cfs)(cf s) .....__._.........------------_....._------------ 849.1926 1311llZl 474.46 7,b8!!1 841 m1211 474.41 7 ,8~3l21 8411.1914 154121 474.48 8,8121QI 84121911 1145 474.48 9,~J31!1 8412192121 11211.1 L~74.52 HI,411.i 121 84121816 1~553 475.55 14,5121121 8:;::$21526 183121 475.77 16,01Z1121 8412182~5 1425 476.23 17 9 I!I lZl, 8~~121720 1:31215 476.1216 18,6lZ1QI 8:311.1715 133lZi 476.39 18,69.111.1 8312161.1 193121 476.19 19,0121121 8311.1613 1155 476.:35 19,9QIIZI 8~H1.1612 18311.1 476.411.1 21Z1,11.1121121 EI :31218121 :.::;124e;;476.81 21 ,6121121 8311.18l2I::;i 14~55 476.74 21 ,712111.1 8:::;:m81216 19::::.3 47"7.11.14 23,E:1121ID E:131Z1824 153QI 477.31 24,7lM21 8:51ZiSQ18 11:;::4 477.~~8 26,I2IlZ1121 83lZ1825 1115 477.58 27,4Q112I 8:3121EJ26 1755 478.711.1 31,712111.1 }1 1 1 i 1,i J J ))t ')j 1 1 Tab 1.e A·-l.8 Summary of site-specific data collected for rating curve analysis at R.M.118.9L. staff Gage Location WSEL Flow Discharge Number within site Date Time (ft)(cfs)(cfs) --_..._.....""'------______._••_.......__M ____-._-----..--------------_..._---------_....._. 1l8.9F'1 [;"·055 E;t?ct i on 2 841 QIl?14 1 72121 51Z17.53 7,38121 B41Z193!ZI 51217.52 7,512liZI fJ40926 1528 51?!7 •61 "7,b81?1 84Ql91 ,~151ZliZI 51?17.86 13,8!ZIlZI 1:34121';'14 13l?IIZI 5~~17.91 S,8QI121 84lZ191 III 1735 S1l18.QI2 9,8'iy-1 B4l21922 1414 51?18.16 1 I?I,:;.QI!ZI 84lZ1831 1 ::~!1li21 51218.94 13,6 I?I v.1 84~l1815 14y.ll?l 509.24 15,H1QI 84121815 1415 51219.25 15,1I!1~1 ):;>84121823 1645 51219.76 1.7 ,9kli21i +>-84111812 15111121 51219.9!Z1 19,IZII?11ZllO 1 1 1 l I ]"J J J )'.I l J Table.A-L9 Summary of site-specific data collected for rating curve analysis at H.I"!.11'7.1L. :J=o I U1o staff Gage Location Number within site 119.1Pl Cross Section 2 WSEL Flow Di schc.'\rge Date Time (ft)<cfs><c:fs) -_._---_.._._----------------_.__.........--_..- 8411211214 51219.25 7,:38£1 841 IZI 121 4 1645 5v.19.27 7,:.:mIZI 841219:::;121 1655 5lZ19.27 7,5lZll21 84121926 17lZ18 51219.33 7,68121 84112llZll 1 ~:1l2lj!l 51219.35 7,8:3121 84l!l914 1111 5lZ19.58 8,8QIIZI 84l?1911ZI 1810 51219.76 9,89121 84121922 51219.94 lv.1 ,31Z11Z1 8412181 :5 511.1215 15,1I!f!21 841211:112 511.83 19 ,12f121121 1 J J I 1 1 1 -)]1 'j J 1 i _____.._,_R__.._"N_N._._=._.__....._R.._._.~-_-.~N M •. •..._ Table {~--l.H.I Summary of site-specific data collected for .rating curve analysis at H.IVI.119.2R. Staff Gage Location Number within site ):>- I c..n...... 1l9.2Wl. 1.19.::S 1 1'1oLl t.h Cr'oss Sect.ion 1 WSEL Dab?Time (ft) .....__............---_..-.,,---------- G4v.1928 5Q18.23 8412i91216 51218.89 84121922 1523 5lZl8.92 8411181 Cil 1I2i45 51Y.I.1 S' 84121812 511ll.41 84v.1824 llZ129 51Y.I.95 8411.1914 133121 51218.58 8L~y'li71116 51l18.88 841Z191116 .51218.89 84$21922 1515 51218.93 84111922 152121 5Q18.95 84QI912i5 181215 51218.89 84121831 1514 5Q19.54 84121815 511;9.76 84121819 112145 51/Z1.2121 841i.IB19 1215 51121.22 841.~1824 11213121 511.0121 84121824 1:~25 511.11 841218lZi9 511.27 Flow (cf s) 121 ::~1 7 Dischar-us (c·fs) 7,320 10,300 10,300 17,400 19,000 22,700 8,800 10,300 10,31210 10,300 10,300 10,400 13,600 15,100 17,400 17,400 22,700 22,700 24,500 1 J 1 I 1 ]1 J J )J ]J i Table A-l.f0 (cont.)Summary of site-specific data collected for rating curve analysis at R.M.119.2R. 119.252 Cross Section 2 Staff Gage Location Number within site » I U1 N 119 .:::s::~Cn.:J!':;s :3ec:t i on ~5 WSEL Dat.e Time (ft>_....._.-._..---------------- 8411211215 1!1915 5Q18.28 B4121<-;t 14 1 ~3:3IZ1 5lZ18.61Z1 84[,191216 51218.9QI E:141Z1922 15121121 51218.94 8412111/.215 173121 51218.9121 84QI8::::;1 11::""'C::51Z19.56..J .....J 84lZ1819 1 ~r-;r~5HI.26...........';;J 84Yol824 11213QI 511.Yol5 84121824 1224 511.24 El411ZIY.15 lZllj1 3121 512>8.28 8412>914 1 :33~2j 51218.6121 8412191216 51::18.89 Ei4121922 151?J12>5y'18.9::i 841!J912j~5 1 }lilal ~51Z18 •91Z1 f3412ICj:;',1 1526 5Q19.54 84m81 ~j 5Yo19.75 84l.'.1819 143121 51121.27 84121824 1.112 511.13 841?l824 1145 511.19 84QI824 122121 511.24 84Q1812>9 511.42 Flow <cf s) IZI 338 III 71 3!ZIIZI 1l219lZ1 Di schi'\rge <cfs> 7,080 8,800 10,300 10,300 10,400 13,600 1.7,400 22,700 22,700 7,080 8,800 10,300 10,300 10,400 13,600 15,11?l0 17,400 22,700 22,700 22,700 24,500 I i ___________p·M __•__•••_ 1 'I I I J ]1 1 1 1 J »1 J j Table A-l.10 (cant.)Summary of site-specific data collected for rating curve analysis at R.M.119.2R. Staff Gage Location Number within site ):> I U"1 W 1.1.9 •:2'i31~ 119.2f.35 Cr'DSS Sf.?ction if Cr·oss Sect.ion 5 WSEL Date Time (f t) ...N ........__.._......_._._.-_.._--_..._- B 4·11!1I21:5 v.1945 5J!IB.49 El4i21914 1 ~~::3QI ::'"JIZ18.59 8412191216 51218.86 84121922 i5HI 51218.92 8412191215 1645 51218.88 84121815 51Z19.99 84121819 133121 51Y.1.75 84111824 1 v.141 511.61 841Z1914 133O 5HI.9QI 841219QI6 511.25 84121922 1515 511.33 841!191215 161ZlQI 511.25 841218:;.\1 171212 512.1121 84QI815 512.43 £i412i8l9 164~:'1 512.83 84r.1824 Hii42 51~$.56 84121824 1229 513.7QI Flow (cf s) .2 348 112 :;'\17 D1 schar"ge (cf s) 7,080 8,800 10,300 10,300 10,400 15,100 17,400 22,700 8,800 10,300 10,300 10,400 13,600 15,100 17,400 22,700 22,700 i »1 J 1 J 1 I j ]1 1 Table A-lull Summary of site-specific data collected for rating curve analysis at R.M.125.2R. Staff Gage Location Number within site ):> I (Jl +>- 1 :~5.1!lP 1 1 ~;~:i.12IP2 CrTI55 f:3ec t ion 1 Cros!:;Sect ion 2 WSEL Date Time (f t > --.-------........._-------- 84~;1929 555.84 841219:3:lZI 1255 556.21 84v.1913 556.39 8412191121 556.54 841218:31 1744 557.25 84121814 557.61 840819 1710 557.91 84121822 144121 558.1212 84101B 120i!1 555.39 84112112 557.1f21 84l?1929 557.5S21 841Z1931!-1 1255 557.59 841Z1926 1921 557.67 84121915 :l15121 557.86 8412191 :3 14121121 557.97 8412191121 165121 558.12 84121831 1736 558.82 84l2IB14 559.24 841Z1819 1 7121121 559.47 84121822 1615 559.69 Flow <Cfs> 8 169 329 657 Discharge (cf s) 7~410 7~500 9,000 9,890 13~600 16,100 17,400 19~100 4~300 6~210 7~410 7,500 7,680 8,520 9,000 9,890 13,600 16,100 17~400 19,100 1 )]1 1 ]1 J J J j .~) T i:d::J1 e 1~-1.12 ___~_'__"M··__•__.'_N __'"_'"'".__h_.. ·. .__.~•.~•._.._ Summary of site-specific data collected for rating curve analysis at R.M.130.2R. » I U"l U"l Staff Gage Location Number within site 129.8Pl Cross Section 2 WSEL Flow Di set·large Date Time (ft)(ef s)<efs) ---.-_.......-........---------......_-----_.__....._----- 84lal v.14 1445 605.71 7 ~:38121 fJ412i927 6v.j5.71Z1 7,47121 841219:3121 61Z15.71Z!7 ~5121121 84121926 1615 61215.66 7 ~6al?1 84121915 HI15 61215.74 8 ~52v.1 84lZlSlll2j 1535 61215.86 9 ~89iZI 84121816 61216.39 14,51?1121 84121814 155121 6lZ16.56 16,llZllZl 8411814 61Z16.57 16 ~1Y.ll2l 84121821 1745 6Q16.97 19,9121I2i 84121821 1745 69.16.99 19,9Qlv.1 84121811 6v.17.63 22,51i:ilZI 841ilB27 1111!J 6iZ18.biZ!27,712hZl 8L~iZ18;!6 1556 61219.1!l1 ::)1 ,71211Z! ]]j ]]J ]]1 1 -, ________••_~._'N_••__••••••._••_.•__••__~.H"~••M •~._.__~_ TablE:'A-1.1:3 Summary of site-specific data collected for rating curve analysis at R.M.131.3L. 131.1Pl Cross Section 3 Staff Gage Location Number within site » I Ulen 1:::'1"l.P2 Cross Section 1 WSEL.Flow Di schar"ge Dat.e Time (f t)<cfs)<cfs) ---......_--_......._.-..-------------_..------.-_............ El41Z1 c;28 616.26 7,32Ql 8411?liZ14 11 ~)121 616.26 7 ,~5812l 84121927 616.25 ?,47IZI f:1{~121 ':t 2 6 14:3121 616.24 7,681l1 84~:'l913 170111 616.29 9,k%I121 8412 111lZ17 183v.l 616.37 1 ai,71!11Z1 84lZ19lZ12 616.49 11,8lZ10 84al814 1445 617.IZ16 16,HI121 84121814 617.1217 16,1Y.IQl 84121821 1644 617.68 19,910121 84Ql929 183121 614.3121 7,411Z1 84al927 614.31 7,4710 84121926 14105 614.33 7,68111 841Z191 ~3 1 T3121 61 ,,~.5121 9,121121121 8412191217 18:~~lZl 614.96 1121 ,712l1Z1 84Q191212 615.26 11 •:::112112l "I ")J 11 J )J ,!1 ]i Tab 1 e ~;-·1.14 Summary of site-specific data collected for rating curve analysis at R.M.131.7L. ~ & (JI -....,J S-tai f Oagt':!Location WSEL Flow Discharge Number-wi thi.n si t~?Date Time <ft)<cf 5)(cf s) _.-.--~._.._---~-'-'-_........_----_.-------......--._-_0____-------------_..--------_._---........-.....-- 131 ..583 Cross Section 3 B4Hl12 616;35 :2 ..9 6!121!21 84121927 1234 616.67 2QI 7,47m 84sZ1919 141217 616.92 57 9,39v.1 841Z191217 175121 617.13 87 HI,7121121 84Q19l212 172121 617.32 159 11 ,BIlI121 84121831 17121121 617.58 247 13,60121 8410817 617.51 248 14 ,81211Z1 841!l828 133121 618.11 625 2 1 ,IlIIZHZI 84121811 618.18 22,5l21!21 84121827 1124 619.38 27,7 iZl 121 ·~]]J i 1 )-]j I j ~j ) Table A-1.15 Summary of site-specific data collected for rating curve analysis at R.M.132.6L. 132.581 Cross Section 1 Staff Gage Location Number within site ):> I (J1 00 1~'::'2.5t32 132.5S:~; Cr-oss Sect.ioll 2 Cross Section :::;; WSEL Date Time <ft) -...__._---...~-~._----...._.._--- a4QI9~~17 625.~36 841Z19Qjl 11211121 625.5:::: 84Ql828 11.46 626.1219 8412i7lZi8 1.251Z1 626.1215 8412171Zi7 17121121 626.15 84111711 151ZilZi 626.23 84121827 1145 627.27 84121914 1311Z1 625.:::;;3 841Z19lli7 151Z10 625.49 841Zi91Z17 625.51Z1 8411.i91;:11 1.11.14121 625.65 84f.Z1828 1147 626.27 841i.171Z18 1 -'~"I 626.28.;:I ..::.~ 841Z171Z17 17lZIIZI 626.34 84~~171.1 15121121 626.41 841Z1827 1145 627.29 84121827 1145 627.31 84 l21 C;)1217 625.94 B41219lZI1 112151 626.28 84121828 121Z16 627.16 134 IZI '7 S21 8 141,5 627.29 841Z171Z17 171Z1IZ1 627.14 B4~~1711 15Ql5 627.39 Flow (cf s) 29 131 28 146 1121 27 171Z1 Discharge (l:f5) 10,700 12,700 21,000 21,500 21,9121121 23,100 27,700 8,800 10,700 10,700 12,700 21,000 21,500 21,900 23,100 27,700 27,700 10,700 12,700 21,000 21,500 21,900 23,100 ]j J J ~J 1 ]1 ]J ]1 11 } _.••••__.~••_"_._._.~__._.•H __~__._.••__._.__•._••••~~H __•~__ Table A-1.15 (cant.)Summary of site-specific data collected for rating curve analysis at R.M.132.6L. 132.584 Cross Section 4 Staff Gage Location Number within site );>- I 01 1.0 1 ~;:;:.~~~;S~.5 13.2.586 Cr-oss SE:~ct:ion 5 Cross Sec::ticm 6 WSEL Date Time (ft)_.--_.._._------._--_....._--- B41Z191217 1415 627.08 E1412191211 1112 627.23 B4121828 1154 627.86 841!.J71Z18 1445 627.95 841217Q17 171!.1I21 627.96 84121711 151215 628.rll5 84121827 1149 628.47 84121914 1335 626.9lZl B4l2191217 14121121 627.1.7 8412i912i7 627.19 8412191211 1127 627.41 84121828 1156 628.lZI6 841217lZ18 161ZlQi 628.1121 8412171217 17121121 628.14 84121711 151l!1 628.23 84QI827 1150 628.67 84121827 1154 628.68 8412191217 627.18 8412191217 13:3121 627.19 84Q191211 1146 627.43 8412191211 l1ZIQI3 627.44 84121828 1158 628.1219 84i2171218 16:35 628.16 8412171217 1635 628.16 84121711 151Y.l 628.27 84121827 1153 628.71 Flm"l (cf s) ~~6 15121 27 136 27 27 120 Discharge (cfs) 10~700 12~700 21,000 21,500 21~900 23~100 27~700 8~81ZIIZI 1121,7 QI!21 HI ~7121 121 12 ~71!1~;1 21,I?lQlm 21 ~5121121 21 ~91210 2:3 ~1l21!Z1 27,7121121 27 ~712hZI 10~700 10~700 12,700 12~700 21,000 21~512i!21 21,900 23~100 27,700 I 1 J 1 I I 1 1 1 !1 ]1 J 1 _••__,__•••M •__,__•__~._.~_.~_ lable A-i.iS (cont,)Summary of site-specific data collected for rating curve analysis at R.M.132.6L. Staff Gage Location Number within site » I 0'1a 1:32"587 1~:;2.588 1 ::::;2.5t3 C} Cross Secticm 7 erelS5 Section 8 Cr'C)~;s ~3E~cti('jn (':; WSEL Date Time (ft) ----_.-_..._----------- 84121914 1345 626.91 8412191217 627.16 841Z191217 1 ::~j(.llZj 627.17 841ZlCjl lZi 1 121214 627.43 8412191211 11211211 627.44 84121828 12iZIIlI 628.11 8412171218 171Z1IZ1 628.17 8412171217 628.2v.1 84121711 1515 628.3121 84121827 1156 628.74 84121914 1345 627.121121 849.191217 627.27 841219lZ11 1 !21 IZI1Z1 627.5121 841Z19Qll 627.51 8410828 121212 628.17 841Zi7lZ18 174QI 628.2121 84~:17QI7 628.24 84121711 1515 628.33 841ZlB27 1158 628.83 B4121C"j ll~14121121 627.92 84121(t1217 1212IQI 628.f214 8412191211 121958 628.HI 84QI91211 1245 628.12 84121828 121214 628.33 84 !21 7 11.18 18121121 628.4121 8412171217 17121v.1 628.::~7 84121711 1515 628.47 f3412182-1 1212HZI 628.84 Flow (cfs) ~~4 24 1:36 33 "':f -:r"_l"_' 129 I'"}""..:....:.. 22 149 Discharge (cfs) 8,800 10,700 10,700 12,700 12,700 21,000 21,500 21,900 23,100 27,700 8,800 10,700 12,700 12,700 21,000 21,500 21,91D0 23,100 27,700 8,800 10,700 12,700 12,700 21,000 21,500 21,900 23,100 27,700 1 J 1 ]1 ]--]j ---]J )---1 1 ]~ ·fable A-·i.t6 Summary of 5ite-specif~c data collected for rating curve analysis at RuM.13~.8R. -_._-------_._.-----_._-------~---------_._-----------_._--------------_._----------------------------_.- )::u •O'l...... Staff Gage Location Number wi th in si t€~ 133.7Pl Cross Section 3 WSEL Flow Di schar-ge Date Time (f t)(c:fs)(cfs) _....__.------....._-------------_.....---------- B4v.i'126 1215 649.23 7,6812i 841?j925 1735 649.26 7 ,8/~y'i 8412j911 1755 649.42 9,~:;3QJ 84121919 161-215 649.46 9,39lZl 84v.191121 151215 649.45 9,89121 84!219112i 18~5121 649.47 9,89121 84121922 1555 649.52 1lZj ,::.~!Z1121 84~~192121 1720 649.57 1121,4!ZllZl 84121814 6512j.27 16,11211Z1 84121814 115Ql 650.32 16,1121121 84121821 1 ~:;:3!Z1 6 ::il2l.7 j.19,HI!!I 84Ql828 1542 650.72 21 ,QI12IQI 841!l824 155121 651.43 22,71ZI IZI 841?IB27 1.245 651.84 27,712HZl 84Qi827 1245 651.86 27 ,71!i121 84121827 llZI :::;:121 651.98 27 ~7121~1 841?182~:;1425 652.48 29,812hZj 84l?1826 652.72 31,71Z11?1 J 1 ~1 j ]J :)J I ~l i T alJ 1 E.'A-l.17 Sumlnary of site-specific data collected for rating curve analysis at R.M.136.0L. 136.0S1 Cross Section 1 Staff Gage Location Number within site )::- Im N 1.~::;6.QiS:2: 136.12j~:;~3 c ....oss Section 2 Cr-o!C~S",Sec t ion :::;. WSEL Date Time <ft)_..._--_...---_......-------- 8-4~~19IZi9 1113 674.64 8412191211 161215 675.14 84lZ1818 11121121 675.81 84l!1818 111!1121 675.85 84~:1828 1724 676.67 84121827 161214 678.lZI6 84121915 1745 674.49 84QI914 111!!121 674.56 8412191219 674.84 841Z19QII7!1155 674.88 8412191218 674.92 8412i912i 1 171121 675.31 8417.1818 11312i 675.177 84121828 1725 676.78 84121827 161213 678.1214 84lZ191 ~j 1~j2121 84121914 11 :::;:121 675.02 8412191219 1228 675.31 841Z19 121 9 675.32 841219lZ18 675.36 8412191211 175121 675.77 84lZ1818 1145 676.39 84~m28 161li1 676.99 84121827 :1.61218 678.21 Flow (cf s) 76 15iZi 246 8121 162 281 41 79 149 241 413 Discha ....ge (cf s) 10,600 12,700 15,600 15,600 21,000 27,700 8,52lZi 8,81210 10,612HZI 1 lL1,612110 HI,9 ~~H21 12,71Z11!1 15,6QIIZI 2 1 ,1211ZH21 27,7QIQI 8,520 8,800 10,600 10,600 10,900 12,700 15,600 21,000 27,700 --~·_··_··__·---·__·_-_·•·_···~R --.------.-.-••H ~_ 1 l J 1 I 1 l'1 1 J 1 _.__. .__.__. .._.. .~•._.~.__._R ..M N _ Table A-l.ll (cent.)Summary of site-specific data collected for rating curve analysis at R.M.136.0L. Staff Gage Location Number within site :> I 0' W 1 :56.12184 1.~:'6.I2IS~='; Cross [':;ec:t.ic:ln 4 C"-05S ~~f2ctiDn 5 WSEL Dab.~Time (ft) _......_--_..-----...._-_._._-- 841121121:3 1645 675.1213 84121915 1745 675.15 84~21914 1145 675.21 8412191219 675.48 84-QI9v.19 134l!1 675.61 84v.19QIS 675.61 84/Z191211 18121121 675.82 84121818 1324 676.65 840828 1622 677.36 84t21811 1815 677.56 84121827 1.615 678.54 84121827 1616 678.6121 B41;:191.5 1745 676.1214 8412191.4 1 ~~QjJ2S 676.105 841219/219 676.33 E.14i219~219 14l!l5 676.43 84l!.191218 676.38 B41219lZil 18:::;121 676.61 84121818 133121 677.HI 84l2182f3 1 7121111 677.62 Flow (cfs) 88 154 253 7'l 153 273 Di scharoge (cfs) 7,68121 8,521!! 8,SQIQI HI,bllllZl 11ZI,MIl21 HI,9121!2! 1 2,712l!.J1 15,6QIQ! 2 1,QI l!1l21 24,5 lZl IZI 27,7121121 27,7lZ1Ei 8,52~~1 8,8121121 1121,6mQI 1 i!1 ,billlO 10,9@21 12,7IZl!!1 15,6QIQI 2 1 ,lZIl21l21 1 I i .···1 )t I I 1~J i )I I I 'Table A--i.!7 (centu)SURlR)ary of site-specific data c'ollected for ratirlg ClArve ar1alysis i:.it F~.lvl.136.l?IL. :Po I ()) .j:::. Staff Gage Number 1 ~;'6.121Sb Location within site Crm;s Sect.ion 6 WSEL Date Time (ft>_..._.....__......._...._.............-------- 8411.1915 1745 676.3121 84121914 1215 6 76.3~:J 8412191219 14417.1 676.6:~ 841Z19i!19 676.64 84lZ19!219 144121 676.67 8412191218 676.78 8412191111 1912IQI 676.97 84i!1818 140111 677.53 84lZ1828 173121 677.96 84121827 1617 678.91 Flow (cfs) 84 .154 288 IE scharge (c.fs) 8,520 8,B00 10,600 10,600 10,600 10,900 12,700 15,600 21,000 27,700 J j ~j t 1))\J i l t -,1 T '::ib 1 e ?i-1.18 Summary of site-specific data collected for rating curve analysis at R.I'1.1:::'~7.5R. 137.4Pl Cross Section 1 Staff Gage Location Number within site ):>0 I 0) <.J1 1 :37.4P2 Cross Section 2 WSEL Flow Discharge Date Time (f t)(cf s)(cfs)__.__...w_-----......_----------_.._-..----------- 84l?1928 69l?1.1213 7,32121 B4l21929 1 ~)4121 691ZI.02 7,41121 841 lZl l21 3 161210 6~7121.QI2 7,68121 8412j914 12:3121 69121.1115 8,BI?llZl 84l?i91QI 1335 69121.1212 9,89QI 84121 C"i lZi 2 691ZI.22 11 ,8121121 84QI812 163121 692.12S2 1,9,1211210 84121812 163121 692.)3 19,l21121121 84r.1821 151Z19 692.19 19,9lZ1121 84121821:1 1749 692.15 2 1,121 QIlZI 84QI828 1751 692.17 2 1,lZi 12H21 84121827 1545 693.52 27,7121121 8412i826 15lZ10 695.16 :;;;1,712hZI 84121928 691ZI.71 "7,32lZi 84·121929 154121 69121.64 7,41121 841lillZI3 16121121 69121.71Z1 7,68lZl 84121914 123121 69121.71 8,812h21 841Z191lZi 1-"'':''~69121.76 9,891Zi·.)·..hJ 840812 163121 692.1211 19 ,lllQh21 84121812 165121 692.1212 19 ,1211!IQI 84121821 151218 692.19 19,91..'IIZI ]1 1 j 1,I,~J ('-r 1,t,!)'J \"f,J •__••••__•__._••"__w ~~______._._...._.._._.N"..M_._.~·.__·.~_..._..~._~.. ·r£~blE·PI"'"1 ,,I f :;Summary of site-specific data collected fer rating curve analysis at Fi.M.1:3B ..7L. btc'l"t f Gi::lge Location WSEL Flow Discharge Numbelr within site Date Time (ft)(cfs)(cfs) .•-_..-._._........-_....._.--.-.._------------_..__.-_._._-----....._-------------------...._-------- 1 :3fJ.'IF'1 Cross Eject ion 2 841Z1911Z1 1325 712J6.04 9,89121 8412192121 1642 7!l16.26 1121,401Z1 8412191212 71216.55 11 ,BIZll2l 84lllf316 145121 71l1].25 14,5JZi1ZI 84wJ815 1535 7~~17 .4121 15,11Z11Z1 84IZ18Z~$15121121 79..17.77 17,9 v.1 Ql 84121812 123111 7v.IS.1116 19,lZll2l111 84121812 71218.1121 19 ,IZIi!.lIZI 841Z1821 151212 71Z18.2121 19,9l2112l ~ I --------------------------------------------------------------------------------------------en Q) l'1 J )1 }f 1 )}I )~J }."j 1 TE,ble ?;·-1.21ZI Summary of site-specific data collected for rating curve analysis at R.1'1.139.1?oIL. :P i 0"1 -....J Staff Gage Location Number within site 139.0P1 Cross Section 2 WSEL Flow Dischar-ge Dat.e Time (ft)(c·fs)(cfs) _.._-----------_........._-------_._----........._--_.- f3 .I.H~19 1121 132121 71218.96 9,8912i 84l21921l1 1:328 71218.97 11Zi,4l111Zi 84121 9 l1.1 2 7Q18.99 11 ,Sf2i121 84V.1816 1431Z1 71219.53 14,51lllZi 84121823 1218 71219.96 17,9121121 840812 14HI 71121.31 19 ,121121121 84121812 7Hi.33 19,IlIlZlQI 84121828 1817 711ll.31 21 ,IMI121 840826 1447 712.62 31,7l2i121 t\J }.I ...~.t,~1,r 1 ),f J J Table A--l.2l Summary of site-specific data collected for rating curve analysis at R.M.139.4L. ):0 I m 00 Staff Gage Location Number within site 139.4P1 Cross Section 2 WSEL Flow Discharge Date Time (f t.)(cf s)(cfs) .-.._....._.......----------------_.------------- 84~:1929 161l!.1 712.6:3 7,41121 841 lZl lZl 3 131l!1 712.72 7,68121 84121918 17QI7 712.83 8 11 37121 84121911!1 1 ~5121121 712.89 9,89iZl 841219QI2 713.38 11,81ZIQI 84121816 1512 713.64 14,5121121 84121823 11 QI0 714.lZl~ZI 17,9121QI 84v.1812 1545 714.18 1 9,1211211Z1 84~:1821 1458 714.38 19,9121121 T")}"t ~11 l 1 l'J •~1 I "' " ,• Table ~1-1.22 Summary of site-specific data collected for rating curve analysis at R.M.147.1L. 147.0M2 Cross Section 2 147.0M1 Cross Section l Staff Gage Location Number within site )::- I 0'1 \.0 14.,.12it"13 Cr·o~.;s f3ec:tion :::;; WSEL Flow Discharge Date Time (ft)(cfs)(cfs)_..__...._-----------------------_._-_....._._-_.. 84l1.1917 812.25 8~13121 840913 v.193 121 812.5121 9 ~121 ~:11!> 84J1.>91217 1::512 812.9121 112$,7 IZI121 84121829 1 6Il>121 814.1118 17,41211Zi 8412181 :2:-814.:33 19,IlIlZlQl 84121828 1911Z1 814.53 19 ,121121!Z1 .. 84Ql821 115121 814.75 21Z1,1211M>.. B4W-717 813.54 8,13l!l 8412191 :::;:lZl9 ~~121 813.87 9 ~121Qil1.1 84111829 16121Ql 815,"2~)17,412112i 84l1.181:::;;815.36 17 ~6l21l1.1 8412182£-3 1922 B15.63 19 ,IMHZl .Ii- E:l4!.lI8:';:~1 1211!1 815.77 21Zi ,121121lZl .. 84~~1917 814.67 8~1 ~:;v.l B4lZ1913 1Z193121 814.92 9 ,IZI ~:i IZI 8412191217 125121 815.19 liZl ~7lE1l21 84121829 161211Z1 816.24 17,4lZ1lZi 8412181 :~;816.~.54 17 ~612HZl 84lZ1828 194121 816.59 19,flQllZI .. 84Ql821 1225 816.74 20 ~121121121 .. *Instantaneous discharge estimated from time lag analysis. 1,,.~)I ..~..,."}1---1 1 -l )..~I 1 !., ~.~__~''_.N_.~•~M R ••_ Table A-l.22 (cent.)Summary of site-specific data collected for rating curve analysis at R.M.147.1L. _.__. .._M.._.__•.__.•_..•~__•._••h w_._ 147.0M4 Cross Section 4 Staff Gage Location Number within site ):::0 I '-Jo 147.QiI"15 14 -;.~2W16 Cross Section 5 Cr·o~.s Sect i em 6 WSEL Flow Discharge Date Time (ft)(cf s)(cfs) ..-----......._------_..---_._----_......._...._-._..._----------..... 84Ql917 815.12 18612i 8~13i!.1 8412191 ~~T,Q193!Z1 815.34 ~~236 <1,QllZI121 8LlI2i9~~17 123~5 815.72 1 121:.7 iZI lZl 84121829 161ZllZI 816.69 4741Z1 17,41Z11ZI 84121813 816.89 17,6lZ1121 84121828 195121 817.Ql9 19,lZl01Z1 * 840821 1235 817.24 20 ~121IZ1121 * 84lZ171Z19 12:3lZl 817.46 21 ~41!liZI 8411.1917 815.54 8,13121 841Z1913 Ql931Zl 815.81Zl 9 ,lZ1lZI121 84lZ19i!17 122lZl 816.13 HI,7li.1121 841Z1829 161211?1 817.2111 17,4LZlIZl 84lZlB1 :::.~817.44 17,6Q10 84Ql82B 2 IZI 121 121 81.7.61 19 ~QliZi12i * 84lZ1821 1247 817.76 2111,IZl121111 * 84121917 \316.13 8 ~13Ql 84v.)':j 1~';1119312j 816.38 9 ,llllZ1l21 841Z1829 160QI 818.QllZl 17 ~412>11.1 84~~1813 818.18 17 ~6lZ1Ql 84lZ182l 1256 818.51 2lZi ~121lZllZI * ..- I ~ ! ,.. I l r raI APPENDIX B DATA SUPPORTING CALIBRATION AND APPLICATION OF IFG HYDRAULIC MODELS. LIST OF APPENDIX FIGURES -Fi gure:8-1.1 t-e Fi gurE!8-1.2 FigurE!8-1.3 FigurE!B-2.1 Streambed profile at site 101.2R right channe 1••••••••••• •••••••••••••••• •••••••••••••• ••••8-2 Streambed profile at site 101.2R main channel.............................................8-1 Streambed profile at site 101.2R left channel.............................................8-2 8-4 Campa ri son of observed vel oci ti es and velocities predicted by low-flow IFG-2 model at site 101.5L,cross section 5 ••••••••...•...••.••••.. Scatterplots of observed and predi cted depths and velocities from the calibrated IFG-4 hydraul ic model at 101.2R...........................8-3 Fi gurE!B-2.2- -- FigurE!8-2.3 Campa ri son of observed ve 1ociti es and velocities predicted by high-flow IFG-2 model at site 101.5L,cross secti on 5 •.•......•••.•.•....•8-5 F"igurE!8-2.4 Comparison of observed velocities and velocities predicted by low-flow IFG-2 model at site 112.6L,cross section 7 •....••.•......•.•.•.•..8-6 Fi gu rE!B-2.5 Comparison of observed velocities and velocities predicted by high-flow IFG-2 model at site 112.6L,cross section 7 ••••••••••••••.••••••B-7 FigurE~8-2.6 Comparison of observed velocities and velocities by predicted IFG-2 model at site 119.2R,cross section 3 .B-8 Fi gu re 8-2.7 Scatterplots of observed and predi cted depths and velocities from the calibrated IFG-4 hydraulic model at 131.7L .•.••.•........••..•.•....•8-9 Figurf~B-2.8 Fi gure 8-2.9 Scatterplots of observed and predi cted depths and vel ociti es from the calibrated I FG-4 hydraulic model at 132.6L .....•...•••.•••......•••.. Scatterplots of observed and predi cted depths and velocities from the calibrated IFG-4 hydraulic model at 136.0L ••.•...•..•..••••.......••• B-lO B-11 Figure 8-2.10 Comparison of observed velocities and velocities predicted by low-flow IFG-2 model at site 147.1L,cross section 2 .•.....•.....•..••••....8-12 Figure 8-2.11 Comparison of observed velocities and velocities predicted by high-flow IFG-2 model at site 147.1L,cross section 2 ........•.•.......•.•8-13 i LIST OF APPENDIX TABLES Table B-1.1.Streambed profile at site 101.2R main channel... . .•........•...•.....•.. .... . . . . . . ..•.•.. .B-14 Table B-1.2.Streambed profile at site 101.2R left channel...... . . . . .... . . .... .... . ........ . . .8-15 Table B-1.3.Streambed profile at site 101.2R right channel .B-16 Table B-2.1. Table B-2.2. Cross sect;on elevations,substrate and cover data at site 101.5R.................................B-17 Cross section elevations,substrate and cover data at site lOl.2L.................................B-31 - Table B-2.3. Table B-2.4. Cross section elevations,substrate and cover data at site 112.6L . Cross section elevations,substrate and cover data at site 119.2R . B-33 B-43 """ - Table B-2.5. Table B-2.6. Table B-2.7. Table B-2.8. Table B-3.1. Cross section elevations,substrate and cover data at site 131.7L.................................8-45 Cross section elevations,substrate and cover data at site 132.6L.................................8-58 Cross section elevations,substrate and cover data at site 136.0L.................................B-70 Cross secti on e1evati ons,substrate and cover data at site 147.1L.................................8-76 IFG-4 calibration velocities (ft/sec)at site lOl.2R..............................................8-79 - Table 8-3.2. Table B-3.3. IFG-4 calibration velocities (ft/sec)at site 131.7L . IFG-4 calibration velocities (ft/sec)at site B-93 - ,~ Table B-3.4. Table B-4.1. 132.6L..... .... . ..... . . . . .... . .....8-105 IFG-4 calibration velocities (ft/sec)at site 136.0L..............................................8-117 Comparison between observed and predicted water surface elevations,discharges,and velocities for site 101.2R hydraulic model...................•.B-123 ii LIST OF APPENDIX TABLES (Continued) B-130 - ..... Table 8-4.2. Table B-4.3. Table 8-4.4. Table 8-5. Table B-6.1. Table B-6.2 Table 8-6.3 Comparison between observed and predicted water surface elevations,discharges,and velocities for site 131.7L hydraulic model....•.•............•.8-124 Comparison between observed and predicted water surface elevations,discharges,and velocities for site 132.6L hydraul ic model.....................8-125 Comparison between observed and predicted water surface elevations,discharges,and velocities for site 136.0L hydraulic model.....................8-126 Statistics evaluating predictive capability of IFG-4 hydraulic models..•.........8-127 Wetted Usable Areas (WUA)and Wetted Su rface Areas (WSA)at correspondi ng site flows and mainstem discharges for site 101.2R.................8-128 Wetted Usable Areas (WUA)and Wetted Surface Areas (WSA)at corresponding site flows and mainstem discharges for site 101.5L.................8-129 Wetted Usable Areas (WUA)and Wetted Su rface Areas (WSA)at corresponding site flows and mainstem discharges for site 112.6L . Table 8-6.4 Table 8-6.5 Table B-6.6 Wetted Usable Areas (WUA)and Wetted Surface Areas (WSA)at corresponding site flows and mainstem discharges for site 119.2R •................ Wetted Usable Areas (WUA)and Wetted Su rface Areas (WSA)at correspondi ng site flows and mainstem discharges for site 131.7L . Wetted Usable Areas (WUA)and Wetted Surface Areas (WSA)at corresponding site flows dnd mainstem discharges for site 132.6L . 8-131 8-132 8-133 Table 8-6.7 Table 8-6.8 Wetted Usable Areas (WUA)and Wetted Su rface Areas (WSA)at correspondi ng site flows and mainstem discharges for site 136.0L.................B-134 Wetted Usable Areas (WUA)and Wetted Surface Areas (WSA)at correspondi ng site flows and mainstem discharges for site 147.1L.................8-135 i ; i J ,.~l 1 l 1 '1 l 1 I ,\'I " 364 STREAMBED &WATER SURFACE PROFilE 101.2R Main Channel 101.258 --Surveyed WSEL on September 24-25,1984 _Streambed ~-~.......-- / -------~~-------.,.-----_................ ;? ~ z 0 ~~co ...J 359Iw I-'W ~ II: l-358 357. 356 ·3+00 ·2+00 ·1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STREAMBED STATION (FT.) Figure B-1.1.Streambed profile at site 101.2R -main channel. STREAMBED &WATER SURFACE PROFILE 101.2R Left Channel --Surveyed WSEL on September 24-25,1984 _Streambed 363 362 361 ;: !:!:.360 z 0 ~>359w...... w::> '"358.. 351 356 0+00 1+00 Cmss seelton 4 1 2+00 3+00 Cross section 6 4+00 STREAMBED STATION lFT.1 Figure B-1.2.Streambed profile at site 101.2R - 1eft channel. ....STREAMBED &WATER SURFACE PROFILE 101.2R Right Channel 5+00 6+00 7+00 .+00 9+00 10+00 11+00 12+00 13+00 RIght CNnn~dlverV" 'rom M.'n eMn,...' --Surveyed WSEL on September 24·25,1984 _Streambed Croaa CraM secUon 5 seellon 6 l C"'SS,ecUon 4 1 384 363 ;:362 !:!:. z Q ~361......... w 360:::>a;.. GAGE 101.252 359 C"'SS Cro •• section 2 section 3 35. 1+00 2+00 3+00 4+00 STREAMBED STATION (FT.) Figure B-1.3.Streambed profile at site 101.2R - ri ght channel. B-2 I 1 ··1·1"~1 J },'1 )1 1 l,.1 4 I )II 4 I ...... r.. 3 0 3w r..Vl t '".....,t I ....., I-~0. W 0020 2...J In 0 W I W >l-t"0 0aw w l- f(0 0.n 0 W f( 0. J .D '"....0 0 0o1L"I V~ I I I I I ,0 0 1 2 3 4 0 1 2 3 4 OBSERVED DEPTH (FT)OBSERVED VELOCITY (FT !SEC) Figure B-2.1.Scatterplots of observed and predicted depths and velocities from the calibrated IFG-4 hydraulic model at 101.2R. 1 l 1 )•1 J }J 1 •1 1 1 o o o o Observed mean column velocities at 1696 cfs Observed mean column velocities at 4500 cfs Predicted mean column velocity profile Water surface elevation Streambed • o \l-=- >VU··~~":'Q .o( •O.J if ........•• ~100 ~300 400 500I I I I I I II I I.I I I I I I I I 8 7 6 5 U 4 CD "e-:e 3 >-2I- D:l 0 I 0 .po ...J UJ> -375.....- z:3700 ~>365UJ ...J UJ UJ 360;) D:: I-355 DISTANCE FROM LEFT BANK HEADPIN (f1) ···.0;·... )~:~:Q'5!-4500 cfs '..iiq\ZlaJf~~(j;~~,,~.:?P~~~iJ;D::ti;'iJ:·~.:.~.::'.:. .':"~':~:''''~:9§:;~~d~.~:~:~:'b:;~~'~t:)o.:.....01l(.\"'-.on:l?··.nl):··':Q}::i/r1(2'::o"..'-:/'):0··..'...,·.Aq:·~;o:·ii:·..·0·~o:.9::·O:;:O:Q~:'<':"O"o/)......q.\)V,,-·Y:"o.·(I··U '0 y:.,,'.v-;.0 ....·"0''0'..0·.·oU Dc>fO:l)\6(j.:.t!.Oo:R··:-~q(id2r:dt?;.p~....~:j9~~~\·.ogo;.Ph;(jY·?-9.0:::~'D·:·81.~dP~:rq~:!()~iqb.Q¢·}?~D{)q,.;~>~Q.·.:?aa ..1\'/\.(]OO(J·U o(J(J(j(J ·~·.va'D·"·o·A.'0""'0°"(1."lI;"Q·C?o","!oO'P2Z':'ILJo.·~ ·o ..·~;.·.·.Pc::)va~·'vi::O·:~C10.·..0",:',:"·:··(sd.:·'b,:~·.OO:'.-:\'j'".:.v·CdD"-:~~~l'··i)'o·'tio·D···~·:·:·{):.·~:.:09 0;0";0'"i,.:.Cli\·:O;';.Q·~.:n;.~.oAo,::P:;o.·Ot\·Cj.o.{)~"~~(J::Ci~·~}o·.'?';':'~":?,:Q.:·9.~-:.~~·o.:.:.....~..N·7l:;.:..ti()dA('j~~;A:·:~·:~~nO_\.!; Figure B-2.2.Comparison of observed velocities and velocities predicted by low-flow IFG-2 model at site lOl.5L,cross section 5. I )1 i ,1 J I 1 1 \I ) •Observed mean column veiocities at i696 cfs o Observed mean column velocitilU at 4500 cfs -Predicted m6an column velocity profile ~Water surface elevation ~-Y:U~:'(Streambed.·AO.{) • 2 5 7 6 4 O.J 0 .,....-•• ~100 200 300 400 500 I I I l I I I I I I I I I I I ,I I I I 8 u II) ..-e... ~ >-.... 0000!..JC.11 UJ> ...375....- z 3700 ~~365w ..J UJ UJ 360::>a:: I-355 DISTANCE FROM LEFT BANK HEADPIN ett) :'·:·~a·~·.'. •..;-....?oo~:..·:.':'0'4500 ctl .:(lti·>/I:'!:~·:i'J...:.(;!.Q ..:=..:o·O·.'OV(A" ...C)'..':.0 ..·.···"='I 96 cfs .-.:0.'.':'(0'"...............'•.•...Q . 04,/)'0"0 D ..·o·o.·O··..'(\'0 ·:··..·0·;io:··:··V~·~··.0·:··0f:o·P/....:~:i).~~..-:.:....::.:......'. ....;'Q.:·.:p::~:·dt;P\6Q::·y~:o.:·L!:;~ci~~·:Q6dO:4!?QC1.Il V..O?:?\..nI!O:O:(j·o.~rl0,:O:'0'0.0..."'0".o.'.'J(J....:O.:O:D·:..D·.O····:D·.:...:D·o:..O:~qol5..'0.0'D'o'..\)...o'v,v D····O·L.?1 U "0 .</'1'0"'<1/1'....(.0li"··.....·Q:..·O..·.(\D....'0·" I.~···\2~.:.~:..oR··~:~:~q(j~o o.·aG··.is·V.··.:~~:O(;9~·:~(f(j:Yd.~·::~.:····:~~~~s O::LI!:?://D·;·o ..p.i>·:.9.?ut7:~:Q·~(;?~~.qpjS)Q~..f)Xrd:o.~f·~6··.::·~·p~qj;:~b..:?:.~a:q.~:.ti:<?..:.Q:PA~d;:p//fO·'!~.'·:·f/)l?6~11?rf);'=Jb9O'o~:.Oi\.Q·~.:n··~..;:...~::9·.':o.OI\·Cj.o.D~·~,.:,;I)::on·f}o·.'?;.:,9.:<:l:';;.:9.~:~:·~:YA·.lo/t.:·.·6qO;;();:;.;~n:~··L-{"(lO_~ Figure B-2.3.Comparison of observed velocities and velocities predicted by high-flow IFG-2 model at site lOl.5L.cross section 5. l ,l 1 l f 'f )t }J J )l 1 I l o o Observed mean column velocities at 355 cfs Observed mean column velocities at 4820 (;15 Predicted mean column velocity profile Woter surface elevation Streambed • o v ,v u·· "";'Il.Q( - DISTANCE FROM LEFT BANK HEADPIN (ft) .'0 :0":< 4820 cis .':"ov. Va.-. .··o.··.O~::ti1Jb~ :.....:.tJ:·.C?6-....·:~~"~~i(tr~'-==-355 cfs ..'.·:O-·C·i;l:o·9·()D.Vo·o:.O:~ •.•••~..,0-•'.•0.._::""-,..,",':'.,''.",',.,'"~'.::.-'.Y?~:~.'PO:.::i:r''01::5..£;5·'\).:....g.!??:?...:':•.;6·..:'.,:DO:o·.O .l(JJ.q".tc:)·::i-"J:~O···:of?'~·~:(j O·:oO?:O:O~··~:.':..:.o·:I\.·~:Oli~"<;';';-;'''.....:C):-o.··...o·' . . :..·'0'.'"·.O·c..::.:"'O...·~.:·!'"f~··.'--(o:···D·i\!".Q i;';;:i- 0 '..".'..00'..v.ao.·tl0·o~().("\;"Q.r-.:'0''.0''0'0'"•'0"6 "/"i"VO'"0:.a·~·'0'"tiC u·\)1: :·:!".:o..,,:-::0:'0·.,'.0:·'(.(."'.Q':·.:o:V":C::J:b:'-J·D,·:O·O•o·D.'.:6::..,J!o·.,~.···L-AO···:c:J·o:o:oc":~:Q.o.O',,·o:.:":<)"o:~··'bO°·:o:·..S:o<~).r\:~:·..:··:ncYl·o·.'::0'.oo·O··:;;OO/l'/1Qo·:p '0"o·:O~:i o:O·l(6f?Q·j),·Q..O··f".00:0':~:n·..)·Q:-.''0:".~~•.~'.'"9'·:··':V"'""~'ci'-J~'./"I.,.'.......'..·.D.v.~....:. "'.0:-'0:/1';....:0'A Ci.:DO".'0.'."'\.10:......';"N·.o...:"0'·.:r--.,:(·ti..'0':'O"o'~':'o""b·~o·nC\:.:L[:O:o-o·,·"ciS:>()o>6 o·CVj··t?O·(J(J'VO':Q'c;.(..i'''K::0'..0':0..CJ·O·~·v;~t\l;):":·:Q,.:v",·i.·~:.'·'(}-'·.~:o:~.··r.::().il:6:.V.··c:!::~:8J'li~O.:O·~·ii??;";O:;~'~~';':...';!':..:~:,';';.,of!i.:y~·:c6:a.:~~··A 00""'---~.o~ o 100 200 300 400 I I I I I I I I I I I I I I I I I I 7 6 -()5eu III,-4:!:: >- ~ :J 0 0 0 0 0 ..J 00LLI cP> 0 0 0 0 OJ 0i O"l 470 _465.... ~ ~460 ~~ LLI 455 ..J LLI LLI 450::> 0:: I- 445 Figure B-2.4.Comparison of observed velocities and velocities predicted by low-flow IFG-2 model at site 112.6L,cross section 7. 1 1 I ]J 1 l 1 1 )1 I l l I Observed'meon coiumn velocities at 355 cfs Observed mean column velocities 01 4820 cfs Predicted'mean column velocity profile Water surface elevation Streambed e o v· )y U.'( ~~o.O • ••~o ~o • I I I I I I I, , • • • •, I • • I •,•,•••,• o 100 200 ~I I I I I I I I I 7 6 -u 5II III""--4::: >- !- 3u 0 -I I.Ll 2 /~ >~-.I OJ 0I...... 470 _465-~ ~460 .....~ w 455 ...J w w 450::>n:: ..... 445 DISTANCE FROM LEFT BANK HEADPIN (tt) .D ..4i:( 4820 cfs .-:'0\7. 0;-=. .....0'·;1)·..·..:[UX· .,11.0'....355 cis ·····0··D'\)"·'v.'O":OP 1.•..0 ...°0.....'0:0 o"W"---:"C'O'."VQ'O'O r'::"';':..ii:·:.~Cj:·o ..D~.~·.'.'.=-..',.:~:.".0'.°:0 l./ ().0·....q 0.-':·(;r ....0.fJ·iv:.'.D'c?<7C>·.,;.'0 : .:L1{):o·O·.(J·o 't.0 .(-'I.~."0 9 .(>.oC•.:~O:··?:O·Do·~I::::J...:..·.O·:D·C'Dfi~.·~.·.·b·"":0'....'..'....:'0.'":o.o·:;·V6.·~·~o.···"o,?~·t.!.;:Q.·.'~G o:~:.00'..:'!'!'.:'·1f'.:oO:():'o:,(,~o,:v,D.',",0,..-;:··9 K)··ri,·:':':r-..::o::0':0,'0',:,",''0.:°"0'0','0 0 p·O"'·0'.:O'..·.0(R..:o.()·ti ()D~·o.o.IlCl.'.0.;"0''·0)".,.Q..0 """-1'0 ~0"·'0'".."'.'0 . •...'l.../'"01:.0 Q.O.O·(>·0;:.:··,\),0·,\·'00'".)o\);-;':()",..h~~J'0·'-::0.00'0''00:'O'OOo"P:o,''o'.:(}o:'00'.:6DQ·o··'i)·O·j' ():O....O~..~:o..j·.\:~::..:;...~·l::·.;...:~.~o!>·o.··~·\)8:ti~',,,·:·O:O:O"·6·..·o6·;,·~···~·:o::··:(:j''?O:·o:O:":;A?:6~·::~·(j~·Oo·:ovoc·.o:6:~'\f.;·i-;(\~...:...~.:S:}.\·.":O:G,:o~::~:·;.eoj):oo'·'~·:·';·'~:~:O:(i:·o~O'.,;.;.;·Q.Q~./00:Q ...t1:i;.Q:c;v~oo:.p·o\ik.·:rl:D····:o·....'? •....'_"_'_If"'}•·.......,·"_n··.·.:.;··_A ....,:,,;..:..:.::.~.:n,'n Figure B-2.5.Comparison of observed velocities and velocities predicted by high-flow IFG-2 model at site 112.6L,cross section 7. 1 l 1 I .,1 1 I })1 I 1 1 -~ •• o --00 ~OJ o 100 200 t I I •,I I I I DISTANCE FROM LEFT BANK HEADPIN (tt) o 520 0 Observed mean column velocities at 71 cts 6 ,•Ob~erved mean column velocities at 316 cfs ~j 0 Observed mean column u 5 velocities at 1090 cfsI) ~--Predicted mean column-0 velocity profile....4 0 V Water surface elevation00- -0 ~·yu~(Streambed>-3 I I n .·~().O ~ 0 0 ..J 2 UJ> CD ! 00 .....-:!: z 515 0 t= ~ ..Jw 510 w ~a:: I- 505 Figure B-2.6.Comparison of observed velocities and velocities predicted by IFG-2 model at site 119.2R,cross section 3. ]1 -1 1 1 J I 1 -1 l -1 -1 -I I I .32 OBSERVED VELOCITY (FTjSEC) o ,...I I I I I I I I I I I I I I I o432 OBSERVED DEPTH (FT) o o 4 3 j 0 -"3 0w "Vlt""2'-'t I '-' f-~11w U02ro0 J 0 -l lO W W f-> 0 0isw W f- Il:0 11 0 0 w 0 rtl Il: 11 Figure B-2.7.Scatterplots of observed and predicted depths and velocities from the calibrated IFG-4 hydraulic model at 131.7L. 1 1 I -1 1 'l J j 1 l i J )1 I J 3."4,7 "u 3w,..,Vlt2"'- '--'t I '-' t->-lL t- W 000 2..J OJ 0 W I W > I--'t- o U 0aw w 1 t- tY ~I fo 0 lL -0 0W 0:: lL !II 0 osV 00 ~ 0 2 3 0 I 2 3 4 OBSERVED DEPTH (FT)OBSERVED VELOCITY (FT/SEC) Figure B-2.8.Scatterplots of observed and predicted depths and velocities from the calibrated IFG-4 hydraulic model at 132.6L. 1 1 1 1 1 1 1 l 1 I J }I 5 ~I °D~ J I D!6A [J °4 8 r.u W ,-,(/) t "'--'t '-' I JI->- Q..2 I- W U00 0 ...J llJ WW>!I- ~.....U 0 2~-'0 w W I- Ir U Q..1 0 §W Ir 0 n..1 -j 0 0oqp 0 0 000 (jibe oct5J o ~LJ"I I I I I I I 0 0 ,2 J 0 2 4 OBSERVED DEPTH (FT)OBSERVED VELOCITY (FT/SEC) Figure 8-2.9.Scatterplots of observed and predicted depths and velocities from the calibrated IFG-4 hydraulic model at 136.0L. 1 )1 )J I 1 1 }1 -)I }1 (ft) Observed medn column velocities at 1907 cfs Observed mean column velocities at 5600 cfs Predicted mean column velocity profile Water surface elevation Streambed o • v )yu~'~~~.01 FROM LEFT BANK HEADPINDISTANCE '--'--1 I I I I '", I I .~0•0 ..0 100 200 300·400 J I I I , , I I ,, I I I I I I I 0...cJ • o L I I I 805 810 815 820 825 zo i= ~ 1LI ...J 1LI ---- 1LI:::> Q:... 8 7-0 C»~6..-~ >-5 1 /•••...-4 J0 I •0 ...J 3J -/•1LI •>• 2~ - i ~\ 00 0 • •• OJ I...... N Figure 8-2.10.Comparison of observed velocities and velocities predicted by low-flow IFG-2 model at site 147.1L.cross section 2. 1 J )1 J J 1 1 1 1 1 1 j } Observed mean colu mn velocities at 1907 cfs Observed mean column velocities cit 5600 cfs Predicted mean column velocity profile Water surface elevation Streambed o • v )vu~..•~~":'Q .o( • • •••• • • • ••••.. o 100 200 300 400 I I I I I I I I I I I I I I I I I 8 1 -ti II) 6III.............. ~ 5 )- l--4u 0 ...J I1J>3 2 co I t-' W 0 ~...825 ,DISTANCE FROM LEFT BANK HEADPIN (ft )---- Z 0 i=820 <t> LLI 815...J LLI LLI 810::::l 0: l- 805 Figure B-2.11.Comparison of observed velocities and velocities predicted by high-flow IFG-2 model at site 147.1L,cross section 1-. Table B-1.1.Streambed profile at site 10L2R~main channel. Streambed Streambed Station Elevation WSEL .-(ft)(ft)(ft)Conments -3+05 356.15 358.67 Pool -2+45 358.44 358.67 Riffle -1+45 359.17 359.45 Riffle 0+00 358.68 359.55 Cross section 1 -SG 101.2S1 0+43 359.52 360.45 Transition r-0+50 360.49 360.50 Transition 0+88 360.56 360.95 2+60 360.51 361.17 Pool 2+80 361.01 361.19 Pool 3+93 360.69 361.33 Cross section 3 -SG 101.2S3 5+95 360.81 361.26 Cross section 4 -SG 101.2S4 6+70 360.01 361.40 Pool 7+63 361.24 361.58 Riffle 8+50 361.48 361.96 Cross section 6 -SG 101.2S6 9+80 360.14 361.96 Pool 10+33 360.45 361.92 Cross section 7 -SG 101.2S7 10+65 359.91 361.92 Pool 11+40 360.51 361.92 Riffle F""12+75 360.49 361.90 Cross section 8 -SG 101.2S8 13+15 360.62 362.05 Pool -15+10 362.54 362.79 Cross section 9 -SG 101.2S9B 15+43 362.44 362.79 Pool 15+70 362.67 362.80 Transition,-. 16+38 362.22 362.80 Pool 17+25 363.13 DRY 18+25 362.47 363.05 Surveyed on September 24-25,1984 (TBM 10:R&M LRX-6 LB 1980). B-14 Table 8-1.2.Streambed profile at site 101.2R-left channel. Streambed Streambed Station Elevation WSEL-(ft)(ft)(ft)Comments :-0+20 358.24 359.50 Left channel converges with main channel 1+25 359.75 359.70 Pool-2+78 358.64 360.20 Pool 3+53 362.13 DRY ..-362.133+78 DRY Cross section 3 -SG 101.2S3 5+65 362.48 DRY Cross section 4 -SG 101.2S4 ~6+78 363.07 DRY 6+88 362.25 DRY 7+13 363.52 DRY 7+50 362.49 DRY 7+70 362.68 DRY 8+13 363.86 DRY 8+45 364.59 DRY Cross section 6 -SG 101.2S6 Surveyed on September 24-25,1984 (TBM 10:R&M LRX-6 LB 1980). ".., -8-15 Table 8-1.3.Streambed profile at site 101.2R-right channel. ,~ Streambed Streambed Station Elevation WSEL ""'"(ft)(ft)(ft)Comments 0+00 Cross section 1 0+96 359.92 DRY Cross section 2 -SG 101.252 2+29 359.88 DRY..... 3+71 361.08 DRY Cross section 3 5+01 361.52 DRY ~5+55 362.15 DRY 5+62 362.17 DRY Cross section 4....7+51 360.37 362.05 Cross section 5 -SG 101.2S5, Pool 8+06 362.57 DRY 8+31 362.87 DRY 8+56 362.33 DRY 9+56 363.11 DRY Diverges from main channel .- Surveyed on August 24-25,1984 (TBM 10:R&M LRX-6 LB 1980). - - B-16 ------------------------------------------------------------------- .TABLE B-2.1 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. ------------------------------------------------------------------- ------------------------------------------~------------------------ ~HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ,~------------------------- CROSS SECTION 1 80.0 360.20 7 4.3 STATION 0+00 82.0 360.30 7 4.3 (CONT.)84.0 360.70 7 4.3 86.0 360.60 7 4.3 88.0 360.70 7 4.2 90.0 360.70 7 4.2 92.0 360.90 7 4.2 94.0 361.00 7 4.2 ~96.0 361.10 7 4.2 98.0 361.10 7 4.2 124.0 361.80 2 4.2 148.0 361.20 2 4.2 218.0 362.90 10 8.1 249.5 361.60 10 8.1 272.0 361.10 10 5.2 ~274.0 360.90 10 5.2 276.0 360.90 10 5.2 278.0 360.70 10 5.2 282.0 360.60 10 5.2 285.0 360.20 10 5.2 LWE 286.0 360.20 10 5.2-290.0 360.20 10 5.2 293.0 360.10 10 5.2 294.0 360.20 10 5.2 298.0 360.20 10 5.2 302.0 360.30 10 5.2 306.0 360.30 10 5.2 308.0 360.20 10 5.2 RWE-310.0 360.40 10 5.2 314.0 360.70 10 5.2 318.0 360.90 10 5.2 .....322.0 360.90 10 5.2 323.0 361.10 10 5.2 334.0 361.50 1 5.2 BOTTOM OF BANK 350.0 363.70 1 5.2-357.0 368.30 1 8.3 RB HEADPIN ------------------------------------------------------------------- ,.... B-18 ~------------------------------------------------------------------ TABLE B-2.1 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 2 297.5 362.25 7 5.2 TOP OF LB STAKE STATION 0+98 323.5 361.35 7 5.2 356.5 359.86 8 5.2 393.0 361.74 8 5.2 401.0 363.77 1 8.3-409.5 367.97 1 8.3 TOP OF BANK 410.0 373.68 1 8.3 RB HEADPIN CROSS SECTION 3 0.0 366.20 1 8.4 LB HEADPIN STATION 3+74 5.0 365.00 1 2.1 TOP OF BANK 14.0 362.20 1 1.1 16.0 362.20 1 1.1....20.0 362.40 1 1.1 24.0 362.20 1 1.1 28.0 362.20 1 1.1 32.0 362.20 1 1.1,""""36.0 362.10 1 1.1 40.0 362.00 1 1.1 44.0 362.10 1 1.1 46.0 362.20 1 1.1 48.0 362.00 1 1.1 49.0 362.30 1 1.1 50.0 362.60 1 1.1 54.0 362.70 1 1.1 67.0 362.50 9 5.2 77.0 363.20 8 5.2 ~87.5 362.60 8 5.3 90.0 362.30 8 5.3 92.0 362.10 8 5.3 ~96.0 362.20 8 5.3 100.0 362.00 8 5.3 104.0 362.00 8 5.3 108.0 361.80 8 5.3 114.0 361.70 8 5.3 116.0 361.70 8 5.2 118.0 361.40 8 5.2 120.0 361.30 8 5.2 LWE 122.0 361.10 8 5.2-------------------------------------------------------------------- 8-19 ------------------------------------------------------------------- .-TABLE B-2.1 (CONT .)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED ~LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- CROSS SECTION 3 124.0 361.10 8 5.2 STATION 3+74 126.0 360.80 8 5.2 (CONT.)128.0 361.00 8 5.2 130.0 360.80 8 5.2 132.0 360.80 8 5.2 134.0 360.70 8 5.2 136.0 360.80 8 5.2 136.5 360.70 8 5.2 138.0 360.90 8 5.2 140.0 360.70 8 5.2 142.0 360.80 8 5.2 144.0 360.90 8 5.2 146.0 360.90 8 5.2 148.0 360.80 8 5.2 150.0 360.90 8 5.2 152.0 361.00 8 5.2 154.0 361.10 8 5.2 156.0 361.20 8 5.2 158.0 361.10 8 5.2 .-1€i0.0 361.20 8 5.2 162.0 361.30 8 5.2 RWE 164.0 361.10 8 5.2 f'"'"166.0 361.20 8 5.2 168.0 361.30 8 5.2 170.0 361.30 8 5.2 172.0 361.40 8 5.2 174.0 361.50 8 5.2 176.0 361.40 8 5.2 178.0 361.50 8 5.2 180.0 361.50 8 5.2 182.0 361.50 8 5.2 184.0 361.60 8 5.2 186.0 361.70 8 5.2 188.0 361.70 8 5.2 189.5 361.80 8 5.2 192.0 361.80 8 5.2,.,..196.0 361.80 8 5.2 200.0 362.10 8 5.2 204.0 362.00 8 5.2 ~ ------------------------------------------------------------------- B-20 ~ ------------------------------------------------------------------- TABLE B-2.1 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED !'LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 3 208.0 362.10 8 5.2 STATION 3+74 212.0 362.30 8 5.2 ('f!II"I.'IIliI (CONT.)216.0 362.50 8 5.2 220.0 362.50 8 5.2 224.0 362.60 8 5.2 227.0 362.60 10 5.2 322.0 362.60 10 4.2 339.0 362.60 10 4.2 340.0 362.40 10 4.2 344.0 362.40 10 4.2 347.5 362.50 10 4.2 352.0 362.40 10 4.2 356.0 362.60 10 4.2 376.5 362.60 8 7.2 BOTTOM OF BANK 381.0 366.50 1 9.4 TOP OF BANK 381.5 367.10 1 9.4 RB HEADPIN CROSS SECTION 4 0.0 366.10 1 8.3 LB HEADPIN STATION 5+64 3.0 364.90 1 2.2 TOP OF BANK 7.0 363.50 10 5.3 23.0 363.40 10 5.2 62.0 363.70 2 8.4 BOTTOM OF BANK 111.0 364.80 2 5.2 123.0 363.30 10 5.3 147.0 363.00 10 5.3 151.0 362.50 10 5.3 155.0 362.40 10 5.3 159.0 362.40 10 5.3 163.0 361.90 10 5.3 164.0 361.70 10 5.3 166.0 361.60 10 5.3 168.0 361.50 10 5.3.-170.0 361.40 10 5.3 172.0 361.30 8 5.3 LWE 174.0 361.10 8 5.3 176.0 361.00 8 5.3 178.0 361.00 8 5.3 180.0 361.10 8 5.3 182~0 361.20 8 5.3 :-" ------------------------------------------------------------------- B-21 .,.,,, ----------~--------------------------------------------------------- TABLE B-2.1 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. ------------------_._---------------_._------------------------------ ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 4 184.0 361.10 8 5.3 STATION 5+64 186.0 361.10 7 5.3 (CONT.)188.0 361.20 7 5.3 190.0 361.00 7 5.3 192.0 360.90 7 5.3 194.0 360.90 7 5.3 196.0 361.00 10 5.3 198.0 360.80 10 5.3 200.0 360.80 10 5.3 FIlIlI,202.0 360.80 10 5.3 204.0 360.70 10 5.3 206.0 360.70 10 5.3 208.0 360.90 10 5.3 210.0 361.00 10 5.3 212.0 361.00 10 5.3 214.0 361.10 10 5.3 ""'"216.0 361.10 10 5.3 218.0 361.10 10 5.3 220.0 361.40 10 5.3 r-222.0 361.50 10 5.3 224.0 361.30 10 5.3 226.0 361.30 10 5.3 RWE 228.0 361.60 10 5.3 230.0 361.40 10 5.3 232.0 361.60 10 5.3 234.0 361.70 10 5.3 236.0 361.80 10 5.3 238.0 361.80 10 5.3 240.0 361.90 10 5.3 243.0 362.30 10 5.3 247.0 362.20 10 5.3 251.0 362.40 10 5.3-255.0 362.80 10 6.3 259.0 362.80 10 6.3 263.0 362.90 10 6.3 266.2 363.00 10 6.3 331.0 364.70 12 5.2 362.0 364.00 10 5.2 369.0 363.00 10 5.2 ------------------------------------------------------------------- B-22 ------------------------------------------------------------------- fi"~~TABLE B-2.1 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- CROSS SECTION 4 383.0 362.90 10 5.3 STATION 5+64 387.0 362.70 10 5.3 (CONT.)389.0 362.90 10 5.3 391.0 362.90 10 5.3 393.0 362.90 10 5.3 394.0 363.00 10 5.3 jii'M 408.0 363.50 2 5.2 413.0 364.80 1 9.3 BOTTOM OF BANK 416.0 368.00 1 8.4 TOP OF BANK 419.0 369.10 1 8.4 RB HEADPIN CROSS SECTION 5 194.0 365.52 1 1.1 TOP OF SAND BAR STATION 7+51 198.0 364.56 1 1.1 207.0 364.40 1 1.1 211.5 364.43 1 1.1 230.0 361.65 1 1.1 238.5 362.10 1 1.1 BOTTOM OF CUT BANK 244.0 369.17 1 1.1 TOP OF CUT BANK 256.0 373.72 1 1.1 RB HEADPIN.... CROSS SECTION 6 0.0 365.40 1 5.2 LB HEADPIN STATION 8+37 29.0 365.10 2 5.2 ,.-.42.0 363.90 10 5.2 62.0 362.90 10 5.3 66.0 362.80 10 5.3 70.0 362.60 10 5.3 74.0 362.40 10 5.3 78.0 363.00 10 5.3 80.0 362.30 10 5.3.-82.0 362.10 10 5.3 84.0 362.20 10 5.3 86.0 362.00 10 5.3 88.0 362.00 10 5.3 LWE 90.0 361.90 10 5.3 92.0 361.90 10 5.3 94.0 361.90 10 5.3 96.0 361.90 10 5.3 98.0 361.80 10 5.3 100.0 361.90 10 5.3 ------------------------------------------------------------------- "'"" B-23 ------------------------------------------------------------------- TABLE B-2.1 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. -------------------------------------------~------------------------ ------------------------------------------------------------------- ,.:.;-1;"...HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COY COMMENTS ------------------------- CROSS SECTION 6 102.0 361.90 10 5.3 STATION 8+37 104.0 361.90 10 5.3 ~(CONT.)106.0 361.80 10 5.3 108.0 361.90 10 5.3 110.0 361.70 8 5.3 112.0 361.70 8 5.3 114.0 361.80 8 5.3 116.0 361.90 8 5.3 118.0 361.70 8 5.3 120.0 361.80 8 5.3 122.0 361.70 8 5.3 124.0 361.70 8 5.3 ~126.0 361.70 8 5.3 128.0 361.60 8 5.3 129.0 361.70 8 5.3 130.0 361.70 8 5.3 132.0 361.60 8 5.3 134.0 361.60 8 5.3 136.0 361.60 8 5.3 ~~138.0 361.60 8 5.3 140.0 361.60 8 5.3 142.0 361.60 8 5.3 144.0 361.50 8 5.3 146.0 361.60 8 5.3 148.0 361.60 8 5.3 150.0 361.60 8 5.3-152.0 361.60 8 5.3 154.0 361.70 8 5.3 155.0 361.60 8 5.3 156.0 361.70 8 5.3 158.0 361.70 8 5.3 160.0 361.70 8 5.3 162.0 361.60 8 5.3 164.0 361.70 8 5.3 166.0 361.80 8 5.3 168.0 361.90 8 5.3 170.0 362.10 8 5.3 172.0 362.00 8 5.3 173.5 362.00 8 5.3 RWE -----------------------------------------_._------------------------ B-24 ------------------------------------------------------------------- '~'TABLE B-2.1 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. -----------------------------------------_._------------------------ ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ---------_.---------------- CROSS SECTION 6 176.0 362.10 8 5.3 STATION 8+37 178.0 362.00 8 5.3 (CONT.)180.0 362.30 8 5.3 182.0 362.40 8 5.3 186.0 362.40 8 5.3 1'-""190.0 362.50 8 5.3 194.0 362.50 8 5.3 198.0 362.50 8 5.3 202.0 362.70 8 5.3,-206.0 362.90 8 5.3 209.0 363.10 8 5.2 211.5 363.50 10 5.2 248.5 363.10 10 5.2 250.0 363.00 10 5.2 252.0 362.70 10 5.2 254.0 362.90 10 5.2 256.0 363.00 10 5.2 258.0 362.70 10 7.2 260.0 362.70 10 7.2 262.0 363.10 10 7.2 266.0 364.70 10 7.2 272.0 365.60 2 9.3 276.0 369.60 1 8.4 278.0 370.20 1 8.4 RB HEADPIN CROSS SECTION 7 0.0 365.20 1 5.1 LB HEADPIN STATION 10+23 43.0 364.00 2 5.2 79.0 363.60 10 5.2 80.0 363.40 10 5.2 -'82.0 363.30 10 5.2 84.0 363.20 10 5.2 86.0 362.90 10 5.2 90.0 362.50 10 5.2 92.0 362.50 10 5.2 94.0 362.30 10 5.2 96.0 362.00 10 5.2 98.0 361.90 10 5.2 LWE 100.0 361.50 10 5.2 102.0 361.80 10 5.2 ------------------------------------------,------------------------- B-25 ------------------------------------------------------------------- TABLE B-2.1 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS -----_._------------------,- CROSS SECTION 7 104.0 360.80 10 5.2 STATION 10+23 106.0 360.70 10 5.2-(CONT.)108.0 360.60 10 5.2 110.0 360.60 10 5.2 112.0 360.20 10 5.2 114.0 360.40 10 5.2 115.0 360.40 10 5.2 116.0 360.30 10 5.2 118.0 360.40 10 5.2 _1Ido~120.0 360.20 10 5.2 122.0 360.50 10 5.2 124.0 360.50 10 5.2 126.0 360.70 10 5.2 128.0 360.80 10 5.2 130.0 360.60 10 5.2 132.0 360.40 10 5.2 134.0 360.70 10 5.2 136.0 360.30 10 5.2 140.0 360.40 10 5.2 141.0 360.50 10 5.2 142.0 360.70 10 5.2 144.0 360.50 10 5.2 ~148.0 360.00 10 5.2 151.0 360.20 10 5.2 152.0 360.20 10 5.2 156.0 360.10 10 5.2 158.0 360.40 10 5.2 160.0 360.10 10 5.2 164.0 360.30 10 5.2 166.0 360.50 10 5.2 168.0 360.30 10 5.2 172.0 360.20 10 5.2 174.0 360.60 10 5.2 176.0 360.30 10 5.2 180.0 360.60 10 5.2 182.0 361.10 10 5.2 184.0 360.80 10 5.2 RWE 188.0 361.10 10 5.2 190.0 361.60 10 5.2 ------------------------------------------------------------------- B-26 ,.,.., - ------------------------------------------------------------------- """TABLE B-2.1 (CONT .)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. ,-.-------------------------------------------------------------------- ------------------------------------------~------------------------- " dllf'l!""HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 7 192.0 361.50 10 5.2 STATION 10+23 194.0 361.90 10 .5.2 (CONT.)196.0 361.90 10 :5.2 198.0 362.00 10 5.2 200.0 362.00 10 5.2 ~202.0 362.10 10 5.2 203.0 361.90 2 5.2 204.0 362.10 2 5.2 206.0 362.40 2 5.2 208.0 362 ..50 2 .5.2 210.0 362.70 2 5.2 214.0 363.00 2 5.2 ""'-218.0 363.40 2 5.2"--- 222.0 363.40 2 5.2 224.0 363.50 2 5.1 ""'"256.5 366.40 i 9.4 BOTTOM OF CUT BANK 262.0 370.00 1 8.4 TOP OF BANK 264.0 374.10 1 8.4 RB HEADPIN CROSS SECTION 8 0.0 366.10 1 8.2 LB HEADPIN STATION 12+79 7.0 365.90 4 1.1 27.0 363.60 2 1.1 f!'III".'34.0 363.90 2 1.1 40.0 363.50 2 1.1 42.0 363.40 2 1.1 44.0 363.20 2 1.1 48.0 362.90 2 5.1 52.0 362.70 2 5.1 54.0 362.60 7 5.1 56.0 362.50 7 5.1 60.0 362.20 7 5.1 62.0 362.30 7 5.1 64.0 362.20 7 .5.1 66.0 362.10 7 5.1 68.0 362.00 7 5.1 70.0 362.00 7 5.1 72.0 362.00 7 5.1 73.4 361.90 7 5.1 74.0 362.00 11 5.1 LWE ------------------------------------------.---~--------------------- '"'"I I B-27 ..- ------------------------------------------------------------------- """"TABLE B-2.1 (CONT .)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. -----------------------------------------_._------------------------ ------------------------------------------------------------------- '-"'.,iJf..HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 8 76.0 361.80 11 5.1 STATION 12+79 78.0 361.90 11 5.1 ..-(CONT.)80.0 361.80 11 5.1 82.0 361.70 11 5.1 84.0 361.70 11 5.1-88.0 361.80 11 5.1 92.0 361.60 11 5.1 96.0 361.80 11 5.1 100.0 361.50 11 5.1 r"""'"104.0 361.30 11 5.1 108.0 361.20 11 5.1 112.0 361.10 11 5.1 ~116.0 361.10 11 5.1 118.0 360.90 11 5.1 120.0 360.90 11 5.1 121.5 361.00 11 5.1 124.0 360.80 11 5.1 I 128.0 360.60 11 5.1 132.0 360.60 11 5.1 ,.,;;"136.0 360.50 11 5.1 140.0 360.40 11 5.1 144.0 360.40 11 5.1 145.0 360.50 11 5.1 148.0 360.50 11 5. 1 152.0 360.60 11 5 .1 156.0 360.50 11 5.1 160.0 360.80 11 5.1 164.0 361.00 11 5.1 168.0 361.20 11 5.1 172.0 361.50 11 5.1 176.0 361.90 11 5.1 178.0 361.90 11 5.1 ~179.0 362.00 12 5.1 RWE 180.0 362.20 12 5.1 182.0 362.30 12 5.1 184.0 362.20 12 5.2 188.0 362.80 12 5.2 192.0 363.10 12 5.2 ,,",,,,------------------------------------------------------------------- 8-28 8-29 - TABLE B-2.1 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.2R. HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 9 148.0 362~60 10 5.3 STATION 14+62 152.0 362.70 10 5.3 (CONT .)156.0 362.80 10 5.3 158.0 362.70 10 5.3 160.0 363.00 10 .5.3 162.0 363.00 ·10 5.3 166.0 363.00 10 5.3 168.0 362.90 10 5.3 170.0 362.90 10 5.3 174.0 363.00 10 5.3 176.0 362.80 10 5.3 178.0 363.00 10 5.3 182.0 363.00 10 5.3 RWE 184.0 363.10 10 5.3 186.0 363.00 10 5.3 188.0 363.20 10 5.3 190.0 363.80 10 5.3 192.4 364.00 10 5.3 197.0 364.60 10 4.2 212.0 366.80 1 9.4 215.0 371.30 1 8.4 216.5 371.50 1 8.4 RB HEADPIN ------------------------------------------------------------------- DATE OF SURVEY:SEPT.12,1984. REFERENCE ELEVATION:R&M LRX-6 1980. B-30 r 8-31 TABLE B-2.2 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 101.5L. HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- """, CROSS SECTION 3*246.0 362.30 10 5.2 STATION 19+16 276.0 363.80 1 8.1 (CONT.)306.0 364.80 1 8.1 416.0 366.60 1 8.1 NEXT TO HP 417.0 368.00 1 8.1 RB HEADPIN CROSS SECTION 4*0.0 369.80 1 8.2 LB HEADPIN STATION 24+47 21.0 367.50 1 8.2 58.0 364.50 12 6.2 88.0 361.40 10 5.2 108.0 361.30 10 5.2 128.0 361.90 10 5.2 158.0 360.90 10 .5.2 188.0 362.40 10 .5.2 218.0 362.90 10 .5.2 248.0 363.40 10 5.2 278.0 363.40 10 5.2 338.0 364.50 8 4.1 .-413.0 364.70 8 4.1 461.0 365.90 8 4.1 466.0 368.10 1 8.1 RB HEADPIN CROSS SECTION 5 0.0 372.40 1 8.2 LB HEADPIN STATION 31+08 24.0 369.90 1 8.2 74.0 365.70 1 8.2 LWE 103.0 364.80 12 6.2 140.0 364.20 10 5.2 165.0 364.10 10 5.2 252.0 361.40 10 5.2 344.0 364.00 10 .5.2 399.0 365.60 10 5.2 RWE 430.0 368.60 8 4.1 463.0 369.70 1 8.1 466.0 370.50 1 8.1 RB HEADPIN ------------------------------------------------------------------- DATE OF SURVEY:OCT.2,1984. REFERENCE ELEVATION:R&M ALCAP 101.2W1 LB 1982. *CROSS SECTION NOT SURVEYED BUT DETERMINED FROM DISCHARGE MEASUREMENT. B-32 --------------------------------------------------~---------------- ~TABLE B-2.3 CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 112.6L. ~------------------------------------------------------------------- ------------_._-----------_._--_._------------------------------------ ~HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- r"-~ CROSS SECTION 1 0.0 456.36 1 1.1 LB HEADPIN STATION 0+00 1.0 456.20 1 1.1 10.0 453.90 1 1.1 11.0 453.66 8 5.1 20.0 452.10 8 5.1 23.0 451.46 9 5.2 40.0 451.50 9 5.2 60.0 451.60 9 5.2 63.0 451.57 9 5.2 80.0 451.10 9 5.2 85.0 450.86 9 5.2 LWE 97.0 449.08 9 5.2 100.0 449.20 9 5.2 119.0 449.91 9 5.3 120.0 449.70 9 5.3 125.0 448.48 9 5.3 149.0 447.70 9 5.3 150.0 447.70 9 5.3 180.0 448.30 9 5.3 200.0 448.70 9 5.3 202.0 448.71 11 5.3 230.0 450.03 9 5.2 260.0 450.30 9 5.2 264.0 450.32 7 4.1 290.0 449.00 7 4.2 293.0 449.12 3 1.1 315.0 447.66 3 1.1 337.0 446.74 9 5.2 340.0 446.70 9 5.2 370.0 447.10 9 5.2 374.0 447.22 9 5.2 397.0 449.34 8 5.2 400.0 449.30 8 5.2 428.0 449.04 9 5.2 440.0 449.50 9 5.2 462.5 450.35 9 5.2 480.0 451.00 9 5.2 480.5 450.97 9 5.2 RWE 495.0 455.12 1 1.1 ------------------------------------------------------------------- B-33 - TABLE B-2.3 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 112.6L. HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- CROSS SECTION 1 505.0 455.36 1 1.1 STATION 0+00 513.5 460.08 1 1.1 (CONT.)520.5 460.24 1 1.1 RB HEADPIN CROSS SECTION 2 0.0 459.95 3 1.1 LB HEADPIN STATION 3+97 1.0 458.90 3 1.1 4.0 455.70 3 1.1 21.0 455.50 3 1.1 35.0 451.75 9 5.2 47.0 451.37 9 5.2 LWE 55.0 450.87 9 5.3 75.0 450.70 9 5.3 95.0 450.60 9 5.3 106.0 450.46 9 5.3 115.0 450.10 9 5.3 124.0 449.65 9 5.3 135.0 449.80 9 5.3 157.0 450.10 9 5.3 160.0 450.20 9 5.3 170.0 450.60 9 5.3 180.0 450.90 9 5.3 187.0 451.25 9 5.3 190.0 451.00 9 5.3 198.0 450.30 9 5.3 239.0 450.70 9 5.3 240.0 450.70 9 5.3 290.0 450.70 9 5.3 311.0 450.70 9 5.3 340.0 450.70 9 5.3 376.0 450.70 9 5.3 390.0 450.60 9 5.3 440.0 450.40 9 5.3 444.0 450.40 8 5.3 480.0 450.90 8 5.3 500.0 451.20 8 5.3 502.0 451.20 8 5.3 520.0 450.80 8 5.3 539.0 450.40 9 5.3 540.0 450.50 9 5.3 ------------------------------------------------------------------- B-34 -----------------------------------------------~------------------- TABLE B-2.3 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 112.6L. -----------------------------------------_._------------------------ ------------------------------------------------------------------- -HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 2 545.0 451.10 9 5.3 STATION 3+97 547.0 451.30 9 5.3 RWE (CONT.)550.0 452.30 9 5.3 560.0 455.60 3 1.1 567.0 460.78 3 1.1 RB HEADPIN CROSS SECTION 3 0.0 463.77 3 1.1 LB HEADPIN STATION 8+36 1.0 463.10 3 1.1 10.0 457.11 3 1.1 BOTTOM OF CUT BANK 4"1"'"48.0 452.80 9 5.3 LWE 50.0 452.80 9 1.1 70.0 452.40 9 5.3 90.0 452.10 9 5.3 94.0 452.00 9 5.2 110.0 451.90 9 5.2 121.0 451.80 9 5.2 130.0 452.00 9 5.2 150.0 452.40 9 5.2 169.0 452.80 9 5.2 RWE 170.0 452.80 9 5.2 200.0 453.10 9 5.2 223.0 453.40 9 5.2 230.0 453.60 9 5.2 267.0 454.71 7 4.3 309.0 453.27 9 5.3 310.0 453.30 9 5.3-452.80335.0 9 5.3 LWE 340.0 452.60 9 5.3 370.0 451.60 9 5.3 400.0 450.60 9 5.3 403.0 450.46 9 5.3 420.0 450.30 9 5.3 438.0 450.11 12 6.3 440.0 450.10 12 6.3 460.0 450.50 12 6.3 480.0 450.90 12 6.3 485.0 450.95 9 5.3 500.0 451.90 9 5.3 516.0 452.86 12 6.3 r RWE ------------------------------------------------------------------- B-35 i_iii -------------------------------------------------------------------- TABLE B-2.3 (CONT .)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 112.6L. -!""'"------------------------------------------------------------------- -------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- I"!"" CROSS SECTION 3 520.0 453.00 12 6.3 STATION 8+36 589.0 455.57 12 1.1 i'f'--(CONT.)596.0 459.72 1 1.1 EDGE OF VEGETATION 598.5 464.73 1 1.1 RB HEADPIN CROSS SECTION 3A 0.0 458.34 9 5.3 LB HEADPIN STATION 10+38 1.0 458.10 9 5.3 11.0 455.94 9 5.3 20.0 454.90 9 5.3 .",...27.0 454.21 9 5.3 LWE! 40.0 453.90 9 5.3 51.0 453.56 9 5.3 60.0 453.30 9 5.3 80.0 452.80 9 .5.3 83.0 452.74 9 .5.3 ff'"98.0 451.82 9 5.3 100.0 452.00 9 5.3 116.0 453.54 9 .5.3 120.0 453.30 9 5.3 149.0 454.23 9 5.3 RWE 150.0 454.30 9 5.3 169.0 455.82 9 5.2 179.0 454.92 9 5.2 LWE 180.0 454.90 9 5.2 199.0 452.79 9 5.2 220.0 455.00 9 5.2 223.0 454.96 9 5.2 RWE 255.0 454.60 9 5.2 289.0 454.10 9 5.3 LitlE 290.0 454.10 9 5.3 299.0 453.20 9 5.3 325.0 453.50 9 5.3 330.0 453.50 9 5.3 370.0 453.90 9 5.3 384.0 454.00 9 5.3 403.0 453.10 9 5.3 410.0 453.50 9 5.3 416.0 453.80 9 5.3 ------------------------------------------------------------------- 8-36 ------------------------------------------------------------------- ~ TABLE B-2.3 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 112.6L. ~------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 3A 432.0 453.22 9 5.3 STATION 10+38 446.0 453.49 9 5.3 """"(CONT.)450.0 453.40 9 5.3 481.0 452.36 9 5.3 490.0 452.50 9 5.3 529.0 453.11 9 5.3 530.0 453.10 9 5.3 570.0 453.40 9 .5.3 589.0 453.62 9 5.3 610.0 453.90 9 5.3 621.0 454.11 9 5.3 RWE 669.0 455.79 9 5.3 670.0 456.00 9 5.3 679.0 457.34 9 5.3 693.5 460.06 9 5.3 RB HEADPIN CROSS SECTION 4 0.0 459.33 9 5.3 LB HEADPIN STATION 12+92 1.0 458.80 9 5.3 --5.0 456.97 9 5.3 13.0 455.20 9 5.3 LWE 15.0 454.90 9 5.3 27.0 453.40 9 5.3 30.0 453.40 9 5.3 60.0 453.80 9 5.3 86.0 454.20 9 5.3 ~90.0 454.40 9 5.3 110.0 455.20 9 5.2 RWE 148.0 456.89 9 5.2 200.0 454.30 9 5.2 208.0 453.92 9 5.3 230.0 453.58 12 6.3 260.0 453.90 12 6.3 .~262.0 453.94 9 5.3 290.0 453.90 9 5.3 320.0 453.90 9 5.3-350.0 453.80 9 5.3, 380.0 453.80 9 5.3 408.0 453.85 9 5.3 I~410.0 453.80 9 5.3 ------------------------------------------------------------------- B-37 ---------------------~~------- B-38 -----------------------------------------~------------------------- TABLE B-2.3 (CONT .)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 112.6L.-------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- }.(ol.::I;.I," CROSS SECTION 5 370.0 454.60 9 5.3 STATION 15+41 380.0 454.71 9 5.3 (CaNT.)400.0 455.30 9 5.3 405.0 455.38 9 5.2 RWE 433.0 456.26 9 5.2 ~440.0 456.30 9 5.2 490.0 456.40 9 5.2 491.0 456.43 9 5.2 510.0 456.20 9 5.2 545.0 455.76 9 5.2 570.0 456.20 9 5.2 580.0 456.40 9 5.2 586.0 456.46 9 5.2 595.0 456.20 9 5.2 607.0 455.66 3 1.1 610.0 455.80 3 1.1 630.0 456.60 3 1.1 648.0 457.30 3 1.1 653.0 461.50 3 1.1 RB HEADPIN CROSS SECTION 6 0.0 460.88 1 1.1 LB HEADPIN STATION 19+86 1.0 460.80 1 7.2-20.0 457.87 1 7.2 30.0 456.50 1 7.2 38.0 •455.26 9 7.2 LWE 40.0 455.20 9 7.2 60.0 454.70 9 7.2 80.0 454.07 9 .5.2 110.0 453.00 9 5.2 ~114.0 452.99 9 5.2 140.0 452.70 9 5.2 154.0 452.64 9 5.2 180.0 452.70 9 5.2 220.0 452.80 9 5.2 240.0 452.92 9 5.2 260.0 453.20 9 5.2 284.0 453.51 9 5.2 290.0 453.70 9 5.2 ~ ! -------------------------------------------------------------------- r 8-39 B-41 r~ I TABLE B-2.3 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 112.6L. HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS -------------~----------- CROSS SECTION 8 410.0 458.75 9 5.3 RWE STATION 40+98 430.0 459.10 9 5.3 ,l'F (CONT.)437.0 459.20 9 5.3 450.0 459.50 9 5.3 460.0 459.80 9 5.3 470.0 460.10 9 5.3 524.0 461.39 9 5.2 579.0 462.90 9 5.2 580.0 463.00 9 5.2 602.5 465.83 9 5.2 RB HEADPIN ------------------------------------------------------------------- DATE OF SURVEY:SEPT.16,1984. REFERENCE ELEVATION:R&M LRX-16 RB 1980. B-42 -------------------------------------------------------------------- TABLE B-2.4 CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 119.2R. -------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- ~ CROSS SECTION 0.0 511.00 1 7.1 BOTTOM OF BANK AT MOUTH 47.0 508.71 1 7.1__ STATION -3+51 104.0 508.25 1 7.1 LWE 130.0 507.20 1 "7.1 163.0 506.91 1 7.1 184.0 507.05 1 7.1 194.0 509.55 1 7.1 198.0 508.15 12 9.1 RWE 203.0 511.23 12 9.1 HALF WAY UP BANK CROSS SECTION 1 0.0 514.94 1 8.2 LB HEADPIN STATION 0+00 10.5 510.12 1 7.1 26.0 508.92 1 7.1 LWE 32.0 508.40 1 7.1 84.0 508.00 1 7.1 152.0 506.30 1 7.1 168.0 506.20 1 7.1 180.0 508.83 1 7.1 RWE 195.0 514.63 1 8.3 RB HEADPIN ~~ CROSS SECTION 2 0.0 513.53 1 8.2 LB HEADPIN STATION 3+80 29.5 510.56 1 5.1 39.5 508.89 1 5.1 LWE 48.5 507.94 3 6.1 76.0 507.00 3 6.1 ~92.0 506.40 3 6.1 108.0 506.50 4 6.1 125.0 505.03 4 6.1 149.0 508.85 13 5.2 RWE-162.0 514.21 13 5.2 RB HEADPIN CROSS SECTION 3 0.0 513.69 3 8.2 LB HEADPIN STATION 5+96 10.0 513.48 3 8.2 36.5 510.73 11 8.1 59.0 508.90 11 5.2 LWE 87.5 508.20 11 5.2 117.0 508.04 11 5.2 ------------------------------------------------------------------- B-43 TABLE B-2.4 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 119.2R. LOCATION WITHIN SITE HOR DIST (FT) BED ELEV (FT)SUB COV COMMENTS I~ - CROSS SECTION 3 STATION 5+96 (CONT.) CROSS SECTION 4 STATION 9+93 CROSS SECTION 5 STATION 14+46 147.0 161.0 172.0 173.0 0.0 18.5 52.0 65.0 85.0 120.0 137.0 151.0 173.0 176.0 0.0 27.5 57.5 90.0 149.0 158.0 179.5 193.5 223.0 246.5 293.5 303.0 306.0 506.75 508.87 511.73 516.86 515.26 513.71 512.71 511.98 509.82 509.90 507.90 508.86 512.28 513.79 515.52 514.36 513.72 513.68 512.72 512.72 512.27 511.42 511.21 510.42 511.21 513.89 515.57 11 11 11 11 11 11 11 11 11 11 11 11 11 11 3 3 11 8 10 10 10 10 10 10 10 1 1 5.2 5.2 5.2 8.4 8.1 8.1 5.2 5.2 5.2 6.2 6.2 6.3 6.3 8.4 6.2 6.2 6.2 6.2 6.2 6.2 6.3 6.3 6.3 6.2 6.2 6.1 6.1 RWE RB HEADPIN LB HEADPIN LWE RWE RB HEADPIN LB HEADPIN LWE RWE RB HEADPIN DATE OF SURVEY:SEPT.6,1984. REFERENCE ELEVATION:USGS A107 1965. 8-44 8-45 ------------------------------------------------------------------- TABLE B-2.5 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 131.7L. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 1 168.0 615.90 1 1.1 STATION 0+00 172.0 615.70 1 1.1 (CONT.)176.0 615.80 1 1.1 180.0 615.80 1 1.1 184.0 615.50 1 1.1 188.0 615.40 1 1.1 192.0 615.20 1 1.1 196.0 615.20 1 1.1 200.0 615.20 1 1.1 204.0 615.20 1 1.1 208.0 615.20 1 1.1 212.0 615.30 1 1.1 216.0 615.40 1 1.1 220.0 615.60 1 1.1 224.0 615.50 1 1.1 ."1""228.0 615.80 1 1.1 232.0 616.20 1 1.1 234.0 616.50 1 1.1 236.0 616.90 1 1.1 237.0 616.80 1 1.1 251.0 618.80 1 8.2 BOTTOM OF BANK 258.0 621.10 1 8.2 263.0 624.00 1 8.2 RB HEADPIN CROSS SECTION 2 0.0 620.90 1 8.2 LB HEADPIN STATION 2+45 1.0 620.60 1 8.2 BESIDE HEADPIN 2.0 619.40 12 8.2 14.0 616.90 12 5.2 18.0 616.50 12 5.2 LWE 22.0 615.90 12 5.2 26.0 615.80 12 5.2 30.0 615.60 12 5.2 34.0 615.60 10 5.2 38.0 615.60 10 5.2 42.0 615.80 10 5.2 46.0 616.00 10 5.2 50.0 616.40 10 5.2 54.0 616.30 10 5.2 ~58.0 616.50 10 5.2 I ------------------------------------------------------------------- Ff'" 8-46 ------------------------------------------------------------------- i~B-2.5 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE ANDTABLE COVER DATA AT SITE 131.71. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS -------------------_._----- CROSS SECTION 2 62.0 616.20 10 5.2 STATION 2+45 66.0 616.30 10 5.2 .~(CONT.)70.0 616.30 10 5.2 73.0 616.20 10 5.2 78.0 616.30 10 5.2 ~81.0 616.30 10 5.2 86.0 616.40 10 5.2 90.0 616.00 10 5.2 94.0 616.20 10 5.2 ~98.0 616.10 10 5.2 102.0 616.20 10 5.2 106.0 615.90 10 5.2 ~Ili 110.0 615.90 10 5.2 114.0 615.80 10 5.2 118.0 616.00 10 5.2 I~122.0 616.10 10 5.2 126.0 616.00 10 5.2 130.0 616.00 10 5.2 134.0 616.10 10 5.2 ~~138.0 616.20 10 5.2 142.0 616.00 10 5.2 147.0 615.70 10 5.2 150.0 615.80 10 5.2 153.0 615.70 10 5.2 158.0 615.90 10 5.2 ;--.161.0 615.80 10 5.2 166.0 616.40 10 5.2 169.0 616.20 10 5.2 174.0 616.50 10 5.2 ~177.0 616.20 10 5.2 182.0 616.40 10 5.2 186.0 616.40 10 5.2 190.0 616.50 10 5.2 194.0 616.50 10 5.2 198.0 616.40 10 5.2 .....202.0 616.50 10 5.2 206.0 616.60 10 5.2 210.0 616.70 10 5.2 214.0 616.60 10 5.2 I"f"" ------------------------------------------------------------------- B-47 ------------------------------------------------------------------- TABLE B-2.5 (CONT .)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 131.7L. ""'"-------------------------------------------------------------------- -------------------------------------------------------------------- --HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- ,~ CROSS SECTION 2 218.0 616.60 10 5.2 STATION 2+45 222.0 616.80 10 4.2 (CONT.)227.0 616.80 10 4.2 231.0 616.80 10 4.2 235.0 616.80 10 4.2 239.0 616.90 10 4.2 256.0 617.10 1 4.2 301.0 622.17 1 8.2 BESIDE HEADPIN 301.0 622.24 1 8.2 RB HEADPIN CROSS SECTION 3 0.0 621.80 1 9.4 LB HEADPIN STATION 6+45 0.0 621.57 1 9.4 BESIDE HEADPIN 2.0 621.60 1 6.1 15.0 617.60 1 6.1 24.0 617.50 1 6.2 ..-26.0 617.20 1 6.2 28.0 617.10 1 6.2 30.0 617.10 1 6.2 32.0 617.10 1 6.2 34.0 616.60 12 6.2 LWE 36.0 616.80 12 6.2 38.0 616.60 12 6.2 40.0 616.60 12 6.2 44.0 616.60 12 6.2 48.0 616.70 12 6.1....52.0 616.40 12 6.1 56.0 616.10 12 6.1 60.0 616.20 12 6.1 64.0 616.50 12 6.1-68.0 616.10 12 6.1 72.0 616.00 12 6.1 76.0 615.80 12 6.1 80.0 615.50 12 6.1 84.0 615.40 12 6.1 88.0 615.20 12 6.1 92.0 615.20 12 6.1 96.0 615.00 12 6.1 100.0 614.80 12 6.1 104.0 614.70 12 6.1 ------------------------------------------------------------------- B-48 TABLE B-2.5 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 131.7L. LOCATION WITHIN SITE HOR DIST (FT) BED ELEV (FT)SUB COV COMMENTS CROSS SECTION 3 STATION 6+45 (CONT ,) 108.0 112.0 116.0 120.0 124.0 128.0 132.0 136.0 140.0 144.0 148.0 152.0 156.0 160.0 164.0 168.0 172.0 176.0 180.0 184.0 188.0 192.0 196.0 198.0 200.0 202.0 206.0 208.0 210.0 212.0 214.0 216.0 218.0 260.0 266.0 273.0 273.0 614.90 12 614.60 12 614.70 12 614.60 12 614.80 12 614.70 12 614.90 12 614.90 12 615.00 12 615.00 12 615.20 12 615.20 12 615.30 12 615.30 12 615.60 12 615.60 12 615.80 12 615.80 12 616.10 12 616.30 12 616.50 12 616.70 1 616.50 1 616.80 1 616.60 1 617.00 1 617.10 1 616.90 1 617.00 1 617.10 1 617.20 1 617.40 1 617.50 1 620.90 1 622.80 1 623.11 .1 623.30 1 8-49 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 6.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 7.1 8.2 8.2 8.2 8.2 BOTTOM OF BANK TOP OF BANK BESIDE HEADPIN RB HEADPIN """ ,~ ------------------------------------------------------------------- TABLE B-2.5 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 131.71. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- CROSS SECTION 4 0.0 623.00 1 2.2 LB HEADPIN STATION 9+45 1.0 621.66 1 2.2 BESIDE HEADPIN 7.0 620.00 1 2.2 25.0 617.50 1 6.2 27.0 617.40 1 6.2 28.0 616.70 12 6.2 LWE 30.0 616.60 12 6.2 32.0 616.20 12 6.2 34.0 616.10 12 6.2 36.0 615.70 12 6.1 38.0 615.90 12 6.1 41.0 615.60 12 6.1 43.0 614.90 11 6.1 45.0 615.00 11 6.1 48.0 614.20 11 6.1 52.0 614.10 11 6.1 54.0 614.00 11 6.1 55.0 613.80 11 6.1 56.0 613.90 11 6.1 57.0 613.80 11 6.1 58.0 613.90 11 6.1 60.0 614.20 11 6.1 64.0 614.70 8 6.1. 68.0 614.80 8 6.1 72.0 615.20 8 6.1 76.0 615.40 8 6.1 80.0 615.70 8 6.1 84.0 615.80 8 6.1 88.0 615.70 8 6.1 92.0 615.90 8 6.1 96.0 616.20 8 6.1 100.0 615.90 8 6.1 104.0 616.00 8 6.1 108.0 616.20 8 6.1 112.0 616.10 8 6.1 116.0 616.10 8 6.1 120.0 616.10 8 4.2 124.0 616.00 8 4.2 126.0 616.10 8 4.2 ------------------------------------------------------------------- B-50 8-51 ,r,~ ------------------------------------------------------------------- TABLE B-2.5 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 131.7L. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COY COMMENTS ------------------------- CROSS SECTION 5 70.0 616.10 10 5.2 STATION 11+90 74.0 616.70 10 5.2 I'r-(CONT.)78.0 617.10 8 5.2, 82.0 617.30 8 5.2 86.0 617.30 8 5.2 ~90.0 617.50 8 5.2 94.0 617.50 8 5.2 98.0 617.50 8 5.2 102.0 617.50 8 5.2 106.0 617.40 8 5.2 110.0 617.50 8 5.2 114.0 617.50 8 5.2 118.0 617.50 8 5.2 122.0 617.50 8 5.2 126.0 617.60 8 5.2 130.0 617.60 8 4.2 134.0 617.70 8 ,~.2 138.0 617.90 8 4.2 142.0 617.80 8 4.2 146.0 618.10 8 ''+.2 150.0 618.10 8 4.2 154.0 618.10 8 4.2 156.0 618.20 8 4.2 276.0 620.10 1 4.2 380.0 621.50 1 8 .1 391.0 623.42 1 .8.1 BESIDE HEADPIN 391.0 623.69 1 8.1 RB HEADPIN CROSS SECTION 6 0.0 628.02 1 8.4 LB HEADPIN STATION 16+30 0.0 627.74 1 8.4 BESIDE HEADPIN 1.0 623.10 8 8.4 11.0 619.40 8 5.2 14.0 618.70 8 5.2 LWE 17.0 618.30 8 5.2 20.0 618.10 8 5.2 22.0 618.00 8 5.2 26.0 618.00 8 5.2 30.0 617.90 8 5.2 34.0 617.80 8 5.2 ------------------------------------------------------------------- B-52 I.... , TABLE B-2.5 (CaNT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 131.7L. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 6 37.0 617.60 8 5.2 STATION 16+30 42.0 617.80 8 5.2 (CaNT .)46.0 617.70 8 5.2 50.0 617.80 8 5.2 54.0 617.80 8 5.2 58.0 617.10 8 5.2 62.0 616.70 8 5.2 66.0 616.30 8 5.2 70.0 616.50 8 5.2 74.0 617.00 8 5.2 78.0 617.80 8 5.2 82.0 618.20 7 5.2 86.0 618.40 7 5.2 90.0 618.50 6 5.2 92.0 618.80 6 5.2 96.0 618.90 6 5.2 98.0 618.90 6 5.3 104.0 618.90 6 5.3 106.0 619.20 6 5.3 110.0 619.10 6 5.3 114.0 619.10 6 5.3 117.0 619.10 6 5.3 RWE 122.0 619.00 6 5.3 126.0 619.00 6 5.3 130.0 619.00 6 5.3 138.0 619.00 6 5.3 146.0 619.00 6 5.3 151.0 619.10 6 5.3 154.0 619.20 6 5.3 162.0 619.40 6 5.3 166.0 619.60 6 5.3 170.0 619.40 6 5.3 174.0 618.90 6 5.3 178.0 618.90 6 5.3 182.0 618.90 6 5.3 188.0 618.90 6 5.3 192.0 618.80 6 5.3 196.0 618.80 6 5.3 200.0 619.00 6 5.3 ------------------------------------------------------------------- B-53 ------------------------------------------------------------------- TABLE B-2.5 (CONT .)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 131.7L. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 6 204.0 618.80 6 5.3 STATION 16+30 208.0 618.90 6 5.3 (CONT.)212.0 619.00 6 5.3 216.0 618.90 6 5.3 220.0 619.20 6 5.3 224.0 619.20 6 5.3 228.0 619.20 6 5.3 232.0 619.20 6 5.3 236.0 619.10 6 5.3 240.0 619.10 6 5.3 244.0 619.10 6 5.2 246.0 619.10 6 5.2 248.0 619.10 6 5.2~ 252.0 619.30 6 5.2 256.0 619.30 6 5.2 260.0 619.30 6 5.2 264.0 619.30 6 5.2 268.0 619.40 6 5.2 272.0 619.40 6 5.2 276.0 619.40 6 5.2 280.0 619.30 6 5.2 284.0 619.50 6 5.2 342.0 622.40 1 5.2 358.0 622.92 1 8.2 BESIDE HEADPIN 358.0 623.17 1 8.2 RB HEADPIN .-CROSS SECTION 7 0.0 626.66 1 5.2 LB HEADPIN STATION 19+05 2.0 626.21 1 5.2 BESIDE HEADPIN 8.0 620.40 1 5.2 10.0 620.00 8 5.2 14.0 619.70 8 5.2 18.0 619.90 8 5.2 20.0 619.90 8 5.2.,24.0 620.10 8 5.2 I 28.0 620.10 8 5.2I 32.0 620.10 8 5.2 36.0 620.00 8 5.2 40.0 619.80 8 5.2 44.0 620.20 8 5.2 ------------------------------------------------------------------- B-54 ------------------------------------------------------------------- "...TABLE B-2.5 (CONT .)CROSS SECTION ELEVATIONS.SUBSTRATE AND COVER DATA AT SITE 131.7L. ------------------------------------------------------------------- ------------------------------------------------------------------- d~~HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- "- CROSS SECTION 7 48.0 620.10 8 5.2 STATION 19+05 51.0 620.40 6 5.2 LWE (CONT .)54.0 620.90 6 5.2 71.0 621.20 8 5.3 84.0 620.90 8 5.2-88.0 620.20 8 5.2 92.0 619.50 8 5.2 96.0 619.30 8 5.2 100.0 619.10 8 4.2 r'i~104.0 619.50 8 4.2 108.0 620.10 8 4.2 112.0 620.20 8 4.2 ~116.0 620.00 8 4.2 120.0 620.10 8 4.2 124.0 620.10 8 4.2 128.0 620.10 8 4.2 132.0 620.00 6 5.2 136.0 619.50 6 5.2 140.0 619.70 6 5.2,...,144.0 619.90 6 5.2 148.0 620.00 6 5.2 152.0 620.00 6 5.2 156.0 619.90 6 5.2 160.0 619.90 6 5.2 164.0 620.00 6 5.2 168.0 619.80 6 5.2 172.0 619.70 6 5.2 176.0 619.70 6 5.2 178.0 619.70 6 5.2 ~182.0 619.80 6 5.2 186.0 619.80 6 5.2 190.0 619.80 6 5.2 194.0 620.00 6 5.2 198.0 620.10 6 5.2 202.0 620.10 6 6.2 ~~208.0 620.00 6 6.2 212.0 619.90 6 6.2 216.0 620.00 6 6.2 220.0 620.00 6 6.2 ------------------------------------------------------------------- -B-55 ,~ ._------------------------------------~----------------------------- ~I\>:TABLE B-2.5 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 131.7L. ------------------------------------------------------------------- ------------------------------------------------------------------- ~#II"HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS -------------------------- CROSS SECTION 7 224.0 620.10 6 6.2 STATION 19+05 228.0 620.00 6 6.2 (CaNT.)232.0 619.90 6 6.2 236.0 620.10 6 6.2 240.0 620.10 6 6.2 ""i;\244.0 620.10 6 6.2 248.0 620.10 6 6.2 254.0 620.10 6 6.2 258.0 620.10 6 6.2-262.0 620.10 6 6.2 266.0 620.10 6 6.2 270.0 620.00 6 6.2 I~~'~274.0 620.10 6 6.2 278.0 620.00 6 6.2 282.0 620.20 6 6.2 "'"'285.0 620.00 6 6.2 288.0 620.20 6 6.2 290.0 620.00 6 6.2 294.0 620.40 6 6.2 RWE ;;....298.0 620.20 6 6.2 302.0 620.70 6 5.2 305.0 620.70 6 5.2 311.0 620.40 6 5.2 315.0 620.40 6 5.2 319.0 620.40 6 5.2 323.0 620.40 6 5.2 327.0 620.40 6 5.2 331.0 620.40 6 5.2 lil1i4.,~335.0 620.40 6 5.2 339.0 620.40 6 5.2 343.0 620.40 6 5.2 347.0 620.40 6 5.2 ~,351.0 620.40 6 5.2 355.0 620.50 6 5.2 359.0 620.50 6 5.2 i.II'J",">.362.0 620.50 6 5.2 ------------------------------------------------------------------- 8-56 ~,TABLE B-2.5 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 131.7L. HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------_._------------------CROSS SECTION 7 367.0 620.70 6 5.2 STATION 19+05 414.0 622.60 10 5.2 (CONT.)432.0 623.26 10 8.4 BESIDE HEADPIN 432.0 623.83 10 8.4 RB HEADPIN DATE OF SURVEY:SEPT.27,1984. REFERENCE ELEVATION:R&M ALCAP 131.1S1 RB 1982. ".,. ~\ ~' 8-57 ------------------------------------------------------------------- ~...TABLE B-2.6 CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 132.6L. ------------------------------------------------------------------- ------------------------------------------------------------------- f.~HOR BED LOCATION DIST ELEV WITHIN SITE eFT)eFT)SUB COV COMMENTS ------------------------- CROSS SECTION 1 0.0 630.20 1 2.5 LB HEADPIN STATION 0+00 8.7 626.10 1 2.5 9.0 625.50 1 2.5 9.3 625.50 1 2.5 9.5 625.20 10 5.2 ~10.0 625.40 10 5.2 12.0 625.30 10 5.2 14.0 625.30 10 5.2 16.0 625.50 10 5.2 18.0 625.20 10 5.2 LWE 20.0 625.40 10 5.2 21.0 625.30 10 5.2 "'"'"24.0 625.00 10 5.2 28.0 625.20 10 5.3 29.0 625.00 10 5.3-31.0 624.80 10 5.3 32.0 625.30 10 5.3 33.0 625.00 10 5.3 36.0 624.90 10 5.3 <~39.0 625.20 10 5.3 40.0 625.30 10 5.3 43.0 625.30 10 5.3 44.0 625.20 10 5.3 47.0 625.20 10 5.3 48.0 624.80 10 5.3 51.0 625.10 10 5.3 52.0 624.90 10 5.3 55.0 624.90 10 5.3 56.0 624.60 10 5.3-59.0 624.80 10 5.3 60.0 624.60 10 5.2 63.0 624.90 10 5.2 .....64.0 624.60 10 5.2 67.0 624.70 10 5.2 68.0 624.70 10 5.2 70.0 624.60 10 5.2 72.0 624.70 10 5.2 74.0 624.90 10 5.2 76.0 625.00 10 2.2 RWE- ------------------------------------------------------------------- ~ 13-58 f!'l"~ --------------------------------------------------------------------TABLE B-2.6 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 132.6L. ------------------------------------------------------------------- ------------------------------------------------------------------- fJ"'HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 1 77 .8 625.50 10 2.2 STATION 0+00 78.0 625.50 10 2.2 (CONT.)80.0 626.10 10 2.2 83.0 627.70 1 8.3 TOP OF BANK 98.0 627.80 1 8.3 109.0 630.20 1 8.3 RB HEADPIN CROSS SECTION 2 0.0 630.30 1 2.5 LB HEADPIN STATION 1+24 4.0 627.10 1 9.3 BOTTOM OF BANK,....18.5 626.60 1 5.2 31.5 626.30 1 5.3 32.0 626.20 1 5.3 ~34.0 626.00 1 5.3 36.0 625.80 1 5.3 37.0 625.70 1 5.3 LWE 38.0 625.40 1 5.3-40.0 625.30 1 5.3 42.0 625.20 1 5.3 44.0 625.30 10 5.3 ,/'lo:l;.,)j 46.0 625.20 10 5.3 48.0 625.10 10 5.3 50.0 624.80 10 5.3-52.0 624.70 10 5.2 54.0 624.60 10 5.2 56.0 624.60 10 5.2 58.0 624.60 10 5.2 60.0 624.50 10 5.2 62.0 624.70 10 5.2 64.0 624.60 10 5.2 66.0 624.60 10 5.2 68.0 624.60 10 5.2 70.0 624.70 10 5.3 72.0 625.00 10 5.3 74.0 625.00 10 5.3 76.0 625.30 10 5.3 RWE 78.0 625.70 10 5.3,;!i'~ 80.0 625.90 10 5.3 82.0 626.10 10 5.3 84.0 626.00 10 5.2 ------------------------------------------------------------------- ~ B-59 ------------------------------------------------------------------- ~TABLE B-2.6 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 132.6L. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS -------------------------- CROSS SECTION 2 86.0 626.20 10 5.2 STATION 1+24 88.0 626.20 10 5.2 (CONT.)90.0 626.20 10 5.2 92.0 626.20 10 5.2 96.0 626.10 10 5.2 $"~100.0 626.00 10 5.2 104.0 626.30 10 5.2 111.5 627.30 1 5.1 TOP OF BANK 139.0 629.60 1 5.1 .-161.0 630.90 1 5.1 RB HEADPIN CROSS SECTION 3 0.0 631.16 1 2.5 LB HEADPIN ~STATION 2+46 8.5 629.80 1 2.5 23.0 627.30 1 2.5 23.5 626.90 8 5.2 24.0 626.90 8 5.2,-26.0 626.30 8 5.2 28.0 626.20 8 5.3 30.0 626.00 8 5.3 tWE "",li 32.0 626.10 8 5.3 34.0 625.90 8 5.3 36.0 625.90 8 5.3 ~~38.0 625.80 8 5.3 40.0 625.30 8 5.3 42.0 624.90 8 5.3 44.0 625.10 8 5.3.-46.0 625.10 8 5.3 48.0 625.40 8 5.3 50.0 625.80 8 5.3 52.0 625.80 8 5.3 54.0 626.10 8 5.3 RWE 58.0 626.50 1 5.2,_'il-.62.0 627.00 1 5.2 66.0 627.00 1 5.2 70.0 627.20 1 5.2 74.0 627.10 1 5.2 78.0 627.10 1 5.2 80.0 626.80 1 5.2 82.0 627.00 1 5.2 ------------------------------------------------------------------- 8-60 - ------------------------------------------------------------------- ~TABLE B-2.6 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 132.6L. .-------------------------------------------------------------------- ------------------------------------------------------------------- ....HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 4 76.0 627.20 10 5.3 STATION 3+90 78.0 627.20 10 5.3 (CONT .)80.0 627.20 10 5.3 84.0 627.20 10 5.3 86.0 627.10 10 5.3 ~88.0 627.20 10 5.3 90.0 627.30 10 5.3 92.0 627.10 10 5.3 94.0 627.40 10 5.3 F'"96.0 627.20 10 5.3 98.0 627.20 10 5.2 102.0 627.40 10 5.2 ~106.0 627.40 10 5.2 110.0 627.40 10 5.2 114.0 627.40 10 5.2 118.0 627.70 10 5.2 122~0 627.80 10 5.1 124.0 627.80 10 5.1 126.0 627.80 10 5.1 128.0 627.80 10 5.1 130.0 627.80 1 5.1 132.0 628.00 1 5.1 152.0 628.00 1 5.1 162.5 629.00 1 5.1 182.0 629.10 1 5.1 199.0 630.00 1 5.1 RB HEADPIN CROSS SECTION 5 0.0 631.00 1 2.5 LB HEADPIN STATION 5+11 40.0 628.10 1 3.2 ~43.5 627.80 1 3.2 TOP OF BANK 44.0 627.15 10 3.2 LWE 46.0 626.80 10 3.2 ""'it'48.0 626.50 10 5.2 50.0 626.60 10 5.2 52.0 626.60 10 5.2 ~54.0 626.20 10 5.2 56.0 626.40 10 5.2 58.0 626.60 10 5.2 60.0 626.40 10 5.2 ------------------------------------------------------------------- 8-62 """" ------------------------------------------------------------------~ .....TABLE B-2.6 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 132.6L. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- ~ CROSS SECTION 5 62.0 626.40 10 5.2 STATION 5+11 66.0 626.50 10 5.2 (CONT.)68.0 626.60 10 5.2 70.0 626.60 10 5.2 74.0 626.30 10 5.2,-78.0 626.40 10 5.2 80.0 626.40 10 5.2 82.0 626.70 10 5.2 86.0 626.60 10 5.2 90.0 626.40 10 5.2 92.0 626.60 10 5.2 94.0 626.50 10 5.2-98.0 626.60 10 5.2 102.0 626.60 10 5.2 104.0 626.50 10 5.2-106.0 626.70 10 5.2 110.0 626.70 10 5.2 114.0 626.70 10 5.2 ".,.;0 116.0 626.80 10 5.2 118.0 626.90 10 5.2 122.0 627.10 10 5.2 124.0 627.19 10 6.1 RWE-'126.0 627.30 10 6.1 128.0 627.20 10 6.1 130.0 627.30 10 6.1 134.0 627.20 10 6.1 136.0 627.10 10 6.1 138.0 627.30 10 5.1 140.0 627.40 10 5.1 142.0 627.40 10 5.1 144.0 627.60 10 5.1 146.0 627.20 10 5.1 !""'"148.0 627.60 10 5.1 150.0 627.50 10 1.1 152.0 627.40 10 1.1 BOTTOM OF BANK .....154.0,627.50 10 1.1 ------------------------------------------------------------------- :~' B-63 ------------------------------------------------------------------- ....TABLE B-2.6 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 132.6L. ,.-------------------------------------------------------------------- ---------------------------------.---------------------------------- ,...HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- ,~"", CROSS SECTION 5 156.0 628.10 10 1.1 STATION 5+11 162.5 629.00 1 1.1 TOP OF BANK ...-(CONT.)182.0 629.10 1 5.1 210.0 630.00 1 5.1 RB HEADPIN .-CROSS SECTION 6 0.0 631.80 1 2.5 LB HEADPIN STATION 6+94 25.0 629.10 1 2.3 29.0 628.20 1 2.3 30.0 628.00 1 2.3 LWE 32.0 627.40 1 2.2 34.0 626.30 11 2.2 36.0 626.60 11 5.2 38.0 626.60 11 5.2 42.0 627.10 8 5.2 44.0 627.20 8 5.2 .\'Il!\'llll:il4 46.0 627.00 8 5.1 50.0 626.20 10 5.1 54.0 625.70 10 5.1 56.0 625.40 10 5.1 r~58.0 625.20 11 5.1 62.0 625.10 11 5.1 66.0 625.20 11 5.1 "....,68.0 625.40 11 5.1 70.0 625.10 11 5.1 72.5 625.20 1 5.1 ~-74.0 625.20 1 5.1,76.0 625.30 1 5.1 78.0 625.60 .1 5.1 80.0 625.70 1 5.1 ~82.0 625.70 1 5.1 84.0 625.90 1 5.1 86.0 626.00 1 5.1 88.0 626.00 1 5.1 90.0 626.00 1 1.1 92.0 626.20 1 1.1 94.0 626.30 1 1.1 96.0 626.50 1 1.1 98.0 626.40 1 1.1 100.0 626.70 1 1.1 ------------------------------------------------------------------- B-64 --------------------------------------------------------------------B-2.6 (CONT.)TABLE CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 132.6L.-------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- """'" CROSS SECTION 6 102.0 626.80 1 1.1 STATION 6+94 104.0 626.90 1 1.1-(CONT.)106.0 627.10 1 1.1 RWE 108.0 627.20 1 1.1 110.0 627.30 1 1.1 ,-112.0 627.30 1 1.1 114.0 627.50 1 1.1 116.0 627.60 1 1.1 118.0 627.80 1 1.1-120.0 627.90 1 1.1 122.0 628.10 1 1.1 124.0 628.20 1 1.1 ~139.0 629.00 1 1.1 160.0 629.20 1 8.2 181.5 629.40 1 8.2 RB HEADPIN ~ CROSS SECTION 7 0.0 631.60 1 2.5 LB HEADPIN STATION 8+52 18.2 628.20 1 2.2 20.0 627.90 1 2.1 I"""22.0 627.60 1 6.2 22.6 627.40 1 6.2 23.5 627.60 1 6.2 24.0 626.90 1 6.2 LWE 26.0 626.90 1 6.2 28.0 626.50 1 6.2 30.0 626.60 1 5.2 32.0 626.60 1 5.2 34.0 626.50 1 5.2 36.0 626.50 1 5.2 40.0 625.00 1 5.2 44.0 624.70 1 5.2 48.0 624.80 1 5.2-52.0 624.70 1 5.2 56.0 624.70 1 5.2 58.0 624.60 1 5.2-60.0 624.70 1 5.2 62.0 624.90 1 5.2 64.0 624.80 1 5.2 ------------------------------------------------------------------- B-65 ,.... ,"~ --------------------------------------------------------------------TABLE B-2.6 (CONT .)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 132.6L. ~------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS --------------------_._---,... CROSS SECTION 7 66.0 625.10 1 5.2 STATION 8+52 68.0 625.30 1 5.2-(CONT.)70.0 625.40 1 1.1 72.0 625.60 1 1.1 74.0 625.70 1 1.1 76.0 625.90 1 1.1 78.0 626.00 1 1.1 80.0 626.10 1 1.1 82.0 626.40 1 1.1 84.0 626.60 1 1.1 86.0 626.80 1 1.1 88.0 627.00 1 1.1 ~.90.0 627.10 1 1.1 92.0 627.20 1 1.1 RWE 94.0 627.30 1 1.1-96.0 627.60 1 1.1 98.0 627.60 1 1.1 100.0 627.60 1 1.1 102.0 627.90 1 1.1......104.0 627.90 1 1.1 106.0 627.90 1 1.1 108.0 628.20 1 1.1 P=116.0 628.30 1 1.1 121.5 627.60 1 1.1 131.5 629.40 2 1.1_.145.0 629.50 1 5.1 168.5 630.60 1 5.1 RB HEADPIN CROSS SECTION 8 0.0 633.40 1 2.5 LB HEADPIN STATION 9+79 18.0 628.20 1 7.2 20.0 627.30 1 7.2 21.0 627.30 1 7.2 LWE-22.0 627.10 1 7.2 24.0 626.90 1 5.2 26.0 627.00 1 5.2 28.0 626.80 11 5.2 31.0 627.00 11 5.2 32.0 626.70 11 5.2 33.0 626.90 11 5.2.... r ------------------------------------------------------------------- ~ B-66 ------------------------------------------------------------------- TABLE B-2.6 (CONT.)CROSS SECTION ELEVATIONS.SUBSTRATE AND COVER DATA AT SITE 132.6L. ""'"------------------------------------------------------------------- ------------------------------------------------------------------- -HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- .~ CROSS SECTION 8 36.0 626.50 11 5.2 STATION 9+79 39.0 626.80 11 5.2 F""(CONT.)40.0 626.20 11 5.2 43.0 626.40 11 5.2 44.0 626.20 11 5.2 47.0 626.00 11 5.2 48.0 626.30 11 5.2 51.0 626.20 11 5.3 52.0 626.10 11 5.3 ~56.0 625.90 11 5.3 60.0 625.90 11 5.3 64.0 626.20 11 5.3 ~67.0 626.10 11 5.3 68.0 625.90 11 5.3 72.0 625.70 11 5.2 75.0 626.10 11 5.2 76.0 625.60 11 5.2 79.0 625.80 11 5.2 80.0 625.60 1 5.1.-625.60 5.183.0 1 84.0 625.60 1 1.1 CROSS SECTION 8 88.0 625.90 1 1.1 -""'''"STATION 9+79 91.0 626.60 1 1.1 (CONT.)92.0 626.20 1 1.1 95.0 626.60 1 1.1-96.0 627.00 1 1.1 98.0 627.40 1 1.1 99.0 626.80 1 1.1 RWE 100.0 627.00 1 1.1 102.0 627.10 1 1.1 103.0 627.20 1 1.1 105.7 627.50 1 1.1 128.0 630.00 3 1.1 155.0 629.80 3 4.1 168.0 631.40 3 4.1 178.0 632.20 3 4.1 RB HEADPIN ------------------------------------------------------------------- ""'" B-67 TABLE B-2.6 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 132.6L. r~HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- ~ CROSS SECTION 9 156.0 627.70 8 4.2 STATION 11+31 158.5 627.60 8 5.2 RWE (CONT.)164.0 627.60 8 5.2 168.0 627.60 8 5.2 170.6 628.10 8 5.2 176.0 628~10 8 5.2 180.0 628.00 8 5.2 183.0 627.80 5 8.3 184.0 628.20 5 8.3 186.0 628.40 5 8.3 193.0 629.30 5 8.3 210.5 631.00 5 8.3 219.0 631.60 5 8.3 RB HEADPIN ------------------------------------------------------------------- ~DATE OF SURVEY:SEPT.7,1984. REFERENCE ELEVATION:R&M ALCAP 131.1S1 RB 1982. 8-69 ------------------------~---------------~-------------------------- TABLE B-2.7 CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 136.0L. -------------------------------------------------------------------l~ --------_._-------------------------------------------_._------------ HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- CROSS SECTION 1 0.0 681.70 1 8.3 LB HEADPIN STATION 0+00 1.0 681.00 12 8.3 9.0 675.90 12 6.2 11.0 674.50 12 6.2 LWE 14.0 674.20 12 7.1 16.0 674.20 12 7.1-18.0 674.30 12 7.1 19.5 674.60 12 7.1 RWE 23.0 674.60 12 7.1 25.0 674.50 2 7.1 LWE 26.0 674.40 2 7.1 28.0 673.90 1 7.1 30.0 674.00 1 7.2 32.0 674.10 1 7.2 34.0 674.00 1 7.2 36.0 673.60 1 7.2 38.0 673.40 1 7.2 40.0 673.30 1 7.2 42.0 673.10 1 7.2 44.0 673.30 10 7.2 46.0 673.60·10 7.2 48.0 673.80 10 7.2 )l,~50.0 673.90 10 7.2 52.0 673.90 10 7.2 54.0 674.30 10 7.2 56.0 674.20 12 7.2 58.0 673.60 12 7.2 60.0 673.10 12 7.2 62.0 672.50 12 7.2-64.0 672.50 6 7.2 66.0 672.70 6 7.2 68.0 673.10 6 7.2 70.0 673.40 6 7.2 72.0 673.20 1 7.2 74.0 673.20 1 7.2 76.0 674.00 1 7.2.-78.7 674.60 1 8.2 RWE 80.0 674.00 8 8.2 80.9 675.10 8 8.2 ----------------------------------------~-------------------------- B-70 !Dl1_ ------------------------------------------------------------------- ~TABLE B-2.7 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 136.0L.-------------------------------------------------------------------- ---------------~--------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- CROSS SECTION 1 82.0 675.60 8 8.2 STATION 0+00 82.8 675.80 8 8.2 (CONT.)88.0 677.90 1 8.2 BOTTOM.OF BANK 91.5 682.50 1 8.4 TOP OF BANK 93.5 683.00 1 8.4 RB HEADPIN CROSS SECTION 2 0.0 682.84 1 8.5 LB HEADPIN STATION 0+88 3.0 681.00 1 9.4 TOP OF BANK 4.0 677.40 1 9.4 ~17.0 676.10 12 4.1 20.0 676.00 12 4.2 22.0 675.80 12 4.2 ~24.0 675.60 12 4.2 26.0 675.40 12 4.2 28.0 674.80 12 4.2 30.0 675.10 12 4.2.,... 32.0 674.90 12 4.2 34.0 674.77 12 4.2 LWE 36.0 674.50 12 7.2 38.0 674.10 12 7.2 40.0 673.80 12 7.2 42.0 673.80 12 7.2 44.0 673.00 12 7.2 46.0 672.70 12 7.2 48.0 672.60 10 7.2 50.0 673.00 10 7.2~7.252.0 673.20 10 54.0 673.30 10 7.2 56.0 673.50 10 7.2 ~.58.0 673.90 10 7.2 60.0 673.90 10 7.2 62.0 674.80 10 7.2 64.0 674.80 1 8.2 RWE 73.0 681.00 1 8.4 76.0 683.30 1 8.4 78.5 684.91 1 8.4 RB HEADPIN ------------------------------------------------------------------- -B-71 TABLE B-2.7 (CONT.)CROSS SECTION ELEVATIONS.SUBSTRATE AND COVER DATA AT SITE 136.0L. LOCATION WITHIN SITE HOR DIST (FT) BED ELEV (FT)SUB COV COMMENTS - -- - CROSS SECTION 3 STATION 1+95 CROSS SECTION 4 STATION 2+91 0.0 3.0 9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 47.5 55.0 59.0 61.0 63.0 0.0 2.5 . 7.5 10.0 12.0 12.5 14.0 16.0 18.0 20.0 22.0 680.63 678.50 675.80 67.5.60 674.90 674.50 674.10 673.70 673.70 673.80 673.70 673.70 673.80 673.90 673.90 674.00 674.30 674.30 674.10 674.10 674.00 675.20 675.30 678.50 681.00 682.80 683.86 683.16 680.30 677 .50 676.10 675.50 675.59 675.60 675.00 674.70 674.60 674.40 1 10 10 10 12 12 12 8 8 8 8 8 8 8 6 6 6 6 6 6 1 1 1 1 1 1 1 1 1 12 12 12 12 12 12 12 10 10 B-72 5.3 4.2 4.2 4.2 4.2 4.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 7.2 8.5 8.5 8.5 8.4 7.4 6.3 6.3 6.3 6.3 6.3 4.1 4.1 4.1 4.1 LB HEADPIN RWE TOP OF BANK RB HEADPIN LB HEADPIN BOTTOM OF BANK LWE --TABLE B-2.7 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 136.0L. ,~ LOCATION WITHIN SITE HOR DIST (FT) BED ELEV (FT)SUB COV COMMENTS .- - - CROSS SECTION 4 STATION 2+91 (CONT.) CROSS SECTION 5 STATION 4+23 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 64.0 66.0 68.0 68.5 72.3 82.5 84.5 87.5 0.0 2.5 13.7 14.0 16.0 17.0 18.0 20.0 22.0 674.00 674.10 674.00 674.00 674.10 674.30 674.40 674.50 674.60 674.80 674.90 675.00 674.90 674.90 675.00 675.10 675.30 675.30 675.60 675.70 675.80 675.90 676.00 676.10 676.60 679.60 683.16 684.41 681.10 678.50 677.10 676.60 676.60 676.35 676.30 676.20 676.30 10 10 10 10 10 10 10 10 10 8 8 8 8 8 8 8 8 8 8 6 6 6 6 1 1 1 1 1 2 2 6 6 6 6 6 6 6 8-73 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 7.2 7.2 7.2 7.2 7.2 8.4 8.4 8.4 8.4 8.4 6.1 6.1 6.1 6.1 6.1 6.1 6.1 BOTTOM OF BANK TOP OF BANK RB HEADPIN LB HEADPIN LWE RWE ------------------------------------------------------------------- TABLE B-2.7 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 136.0L. ------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS ------------------------- CROSS SECTION 5 24.0 676.30 6 6.1 STATION 4+23 26.0 676.30 6 6.1 l~(CONT.)28.0 676.30 6 6.1 LWE 30.5 676.30 10 6.1 32.0 676.10 10 6.1 34.0 675.80 10 6.1 36.0 675.60 13 8.2 38.0 675.40 13 8.2 40.0 675.30 13 8.2-42.0 675.30 13 8.2 44.0 674.90 13 8.2 46.0 674.90 13 8.2 I'"""48.0 674.70 13 8.2 50.0 674.40 13 8.2 52.0 674.20 13 8.2 54.0 673.70 13 8.2 56.0 673.70 12 8.2 58.0 674.30 12 8.2 60.0 674.30 12 8.2 62.0 673.90 12 8.2 64.0 673.70 12 8.2 66.0 673.90 12 8.2-68.0 673.90 12 8.2 70.0 673.90 12 8.2 72.0 673.90 12 8.2 ....,74.0 674.10 12 8.2 76.0 674.80 1 8.2 78.0 675.90 1 8.2 79.0 677 .50 1 8.2 ~79.8 677.70 1 8.2 80.5 677 .80 1 8.4 83.0 680.82 1 8.4 RWE ~89.0 685.40 1 8.4 91.0 686.10 1 8.4 RB HEADPIN r~CROSS SECTION 6 0.0 683.23 1 8.5 LB HEADPIN STATION 5+82 8.0 681.60 1 9.5 TOP OF BANK 8.5 678.50 10 9.5 10.0 677.50 10 4.2 ------------------------------------------------------------------- .- B-74 I~ TABLE B-2.7 (CONT.)CROSS SECTION ELEVATIONS.SUBSTRATE AND COVER DATA AT SITE 136.0L. LOCATION WITHIN SITE HOR DIST (FT) BED ELEV (FT)SUB COV COMMENTS CROSS SECTION 6 STATION 5+82 (CONT.) 11.0 11.5 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 63.3 65.0 67.0 68.0 76.0 79.0 81.0 677.00 10 677.00 10 676.80 10 676.80 10 676.60 11 676.20 11 676.00 11 675.80 11 675.90 11 675.20 11 675.20 10 675.10 10 674.90 10 674.90 10 674.90 10 675.10 10 675.10.10 675.20 10 675.10 10 674.90 10 675.00 10 674.80 10 674.80 10 674.80 10 675.20 10 675.50 10 676.00 10 676.70 6 677 .00 6 677.20 6 677.50 6 677.50 6 678.10 1 681.00 1 6'81.70 1 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.1 4.1 4.1 4.1 7.3 9.5 9.5 LWE RWE BOTTOM OF BANK TOP OF BANK RB HEADPIN ,~ DATE OF SURVEY:SEPT.9,1984. REFERENCE ELEVATION:R&M ALCAP 136.5Q3 LB 1982. B-75 == ------------------------------------------------------------------- TABLE B-2.8 CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 147.1L. ,~-------------------------------------------------------------------I ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT) (FT)SUB COV COMMENTS ------------------------- CROSS SECTION 1 0.0 820.50 1 8.5 LB HEADPIN STATION 0+00 8.5 818.60 1 8.5 17.0 816.00 1 8.2 38.5 812.50 9 5.2 LWE 51.0 810.80 9 5.2 61.0 809.30 9 5.2 70.0 809.20 9 5.2 100.0 808.80 9 5.2 140.0 808.90 9 5.2 177.0 810.00 9 5.2 187.0 810.10 9 5.2 196.0 810.70 9 5.2 213.0 811.70 9 5.2 223.0 812.20 9 5.2 RWE 250.0 814.30 1 5.2 292.0 816.40 1 5.2 340.0 816.40 1 5.2 415.0 818.20 1 8.3 RB HEADPIN CROSS SECTION 2 0.0 821.50 1 8.5 LB HEADPIN STATION 3+62 8.0 817.40 1 8.5 27.0 813.70 12 6.3 LWE-35.0 813.10 10 5.2 43.0 812.50 10 5.2 60.0 811.90 10 5.2 1"""70.0 810.90 10 5.2 110.0 810.30 10 5.2 170.0 810.50 10 5.2 200.0 812.00 10 5.2 208.0 812.40 10 5.2 216.0 812.90 10 5.2 223.0 813.50 10 5.2 RWE...~277 .0 814.90 12 6.2 326.0 816.40 12 6.2 346.0 818.00 12 8.1-362.0 819.20 1 8.3 RB HEADPIN ------------------------------------------------------------------- _. B-76 - ---------~--------------------------------------------------------- TABLE B-2.8 (CaNT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 147.1L. I"""------------------------------------------------------------------- ------------------------------------------------------------------- HOR BED LOCATION DIST ELEV WITHIN SITE (FT)(FT)SUB COV COMMENTS -------------------------.- CROSS SECTION 3 0.0 822.40 1 8.4 LB HEADPIN STATION 7+17 1.5 820.50 1 8.4 1"'"'7.0 818.60 1 8.4 27.0 814.90 12 6.3 LWE 39.0 813.20 10 5.2 48.0 812.10 10 5.2 57.0 812.00 10 5.2 70.0 811.50 10 5.2 110.0 810.70 10 5.2,-160.0 811.80 10 5.2 202.0 812.10 10 5.2 209.0 812.40 10 5.2 \~214.0 813.00 10 5.2 238.0 813.50 10 5.2 241.0 813.80 10 5.2 ~249.0 814.30 10 5.2 259.0 814.70 10 5.2 RWE 295.0 817.60 9 5.2 308.5 818.90 9 5.2 309.0 819.80 1 8.2 RB HEADPIN CROSS SECTION 4 0.0 830.00 1 8.5 LB HEADPIN-STATION 10+00 11.0 820.70 9 5.3 18.0 818.00 9 5.3 32.5 815.30 9 6.2 LWE ....40.0 813.40 9 6.2 60.0 811.90 9 6.2 80.0 811.30 9 6.2 100.0 810.80 9 6.2-120.0 810.90 9 6.2 140.0 811.50 9 6.2 180.0 811.60 9 6.2 ..-200.0 811.90 9 6.2 ,220.0 812.60 9 6.2 230.0 812.90 9 6.2 238.0 813.50 9 6.2 245.0 815.20 9 6.2 RWE 266.0 818.50 12 6.2 282.0 820.80 1 8.5 RB HEADPIN ------------------------------------------------------------------- ~ 8-77 TABLE B-2.8 (CONT.)CROSS SECTION ELEVATIONS,SUBSTRATE AND COVER DATA AT SITE 147.1L. LOCATION WITHIN SITE HOR DIST (FT) BED ELEV (FT)SUB COV COMMENTS .- CROSS SECTION 5 STATION 13+35 CROSS SECTION 6 STATION 17+76 0.0 6.0 22.5 30.5 39.0 48.0 56.0 100.0 150.0 165.0 189.0 198.0 201.0 206.0 245.0 261.0 261.0 0.0 4.0 8.0 12.0 16.0 24.0 27.0 60.0 110.0 140.0 155.0 160.0 165.0 172.0 201.0 255.0 281.0 311.0 822.40 819.40 815.60 814.10 813.10 812.80 812.30 811.80 811.40 811.80 812.80 813.90 814.70 815.50 819.60 821.90 822.87 820.90 817.20 816.13 814.70 814.00 813.50 813.30 812.10 812.00 812.70 813.50 814.30 815.30 816.00 817.70 820.20 821.30 822.20 9 9 9 9 9 9 9 9 9 9 9 9 12 12 1 1 1 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5.4 LB HEADPIN 5.4 6.3 LWE 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 RWE 8.2 8.5 BESIDE HEADPIN 8.5 RB HEADPIN 6.3 LB HEADPIN 6.3 6.3 LWE 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 RWE 6.3 6.2 6.4 6.3 RB HEADPIN DATE OF SURVEY:SEPT.17,1984. REFERENCE ELEVATION:R&M LRX-60 LB 1980. 8-78 TABLE B-3.1 IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS --------------------------- ---------- CROSS SECTION 1 0.0 0.00 0.00 STATION 0+00 2.0 0.00 0.00 8.0 0.00 0.00 16.6 0.00 0.00 18.0 0.60 0.00 20.0 1.05 0.00 22.0 2.20 0.00 24.0 2.00 0.00 26.0 2.30 0.10 28.0 2.30 0.40 30.0 2.40 0.60 32.0 2.38 0.50 34.0 2.35 0.55 36.0 2.50 0.70 38.0 2.70 0.70 40.0 2.85 0.50 42.0 3.00 0.55 43.0 3.25 0.60 44.0 3.30 0.65 46.0 3.50 0.60 48.0 3.40 0.70 50.0 3.35 0.80· 52.0 3.40 0.70 54.0 3.50 0.60 55.0 3.35 0.65 56.0 3.10 0.70 58.0 3.05 0.70 60.0 2.85 0.70 62.0 2.80 0.75 64.0 2.32 0.65 65.0 2.08 0.60 66.0 2.10 0.55 68.0 2.20 0.50 70.0 1.60 0.35 72.0 1.45 0.25 73.0 1.37 0.20 74.0 1.30 0.10 76.0 1.35 0.00 78.0 1.20 0.00 8-79 - .... TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS ------------------------------------- CROSS SECTION 1 80.0 1.20 0.00 STATION 0+00 82.0 1.25 0.00 (CONT.)84.0 1.15 0.00 86.0 1.00 0.00 88.0 0.70 0.00 90.0 0.50 0.00 92.0 0.25 0.00 94.0 0.00 0.00 96.0 0.00 0.00 98.0 0.00 0.00 124.0 0.00 0.00 148.0 0.00 0.00 218.0 0.00 0.00 249.5 0.00 0.00 272.0 0.00 0.00 274.0 0.05 0.00 276.0 0.05 0.00 278.0 0.05 0.00 282.0 0.05 0.00 285.0 0.10 0.00 286.0 1.10 0.00 290.0 0.10 0.00 293.0 0.10 0.00 294.0 0.05 0.00 298.0 0.05 0.00 302.0 0.05 0.00 306.0 0.05 0.00 308.0 0.03 0.00 310.0 0.03 0.00 314.0 0.03 0.00 318.0 0.03 0.00 322.0 0.00 0.00 323.0 0.00 0.00 334.0 0.00 0.00 350.0 0.00 0.00 ------------------------------------------------------------------- 8-80 ~, .... TABLE B-3.l (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS ------------------------------------- CROSS SECTION 3 0.0 0.00 0.00 STATION 3+74 5.0 0.00 0.00 14.0 0.03 0.00 16.0 0.03 0.00. 20.0 0.03 0.00 24.0 0.03 0.00 28.0 0.03 0.00 32.0 0.03 0.00 36.0 0.03 0.00 40.0 0.05 0.00 44.0 0.05 0.00 46.0 0.05 0.00 48.0 0.05 0.00 49.0 0.05 0.00 50.0 0.00 0.00 54.0 0.00 0.00 67.0 0.00 0.00 77 .0 0.00 0.00 87.5 0.00 0.00 90.0 0.60 0.00 92.0 0.90 0.00 96.0 1.00 0.00 100.0 1.00 0.00 104.0 1.00 0.00 108.0 1.80 0.00 114.0 1.75 0.00 116.0 2.05 0.00 118.a 2.00 0.20 120.0 2.00 0.25 122.0 2.20 0.54 124.0 2.40 0.59 126.0 2.35 0.59 128.0 2.35 0.74 130.0 2.35 0.54 132.0 2.30 0.59 134.0 2.30 0.64 136.0 2.30 0.69 136.5 2.30 0.69 138.0 2.30 0.69 B-81 .- .... TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R . HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS ------------------------------------- CROSS SECTION 3 140.0 2.30 0.49 STATION 3+74 142.0 2.25 0.69 (CONT.)144.0 2.25 0.85 146.0 2.25 0.70 148.0 2.20 0.60 150.0 2.25 0.60 152.0 2.25 0.65 154.0 2.25 0.60 156.0 2.30 0.60 158.0 1.88 0.55 160.0 1.90 0.50 162.0 2.00 0.50 164.0 2.30 0.45 166.0 2.20 0.45 168.0 2.25 0.50 170.0 2.30 0.35 172.0 2.40 0.30 174.0 2.20 0.30 176.0 2.00 0.20 178.0 2.05 0.20 180.0 2.10 0.15 182.0 1.90 0.10 184.0 1.70 0.10 186.0 1.65 0.00 188.0 1.60 0.00 189.5 1.55 0.00 192.0 1.50 0.00 196.0 1.50 0.00 200.0 0.95 0.00 204.0 0.65 0.00 208.0 0.55 0.00 212.0 0.45 0.00 216.0 0.10 0.00 220.0 0.10 0.00 224.0 0.00 0.00 227.0 0.00 0.00 322.0 0.00 0.00 339.0 0.00 0.00 340.0 0.20 0.00 B-82 TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R. #\''fiii:!i HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS ---------------------_._-------------- CROSS SECTION 3 344.0 0.20 0.00 STATION 3+74 347.5 0.15 0.00 (CONT.)352.0 0.10 0.00 356.0 0.00 0.00 376.5 0.00 0.00 r4~381.0 0.00 0.00 381.5 0.00 0.00 CROSS SECTION 4 0.0 0.00 0.00 STATION 5+64 3.0 0.00 0.00 7.0 0.00 0.00 23.0 0.00 0.00 i~62.0 0.00 0.00 111.0 0.00 0.00 123.0 0.00 0.00--147.0 0.00 0.00 I 151.0 0.30 0.00I 155.0 1.05 0.00 159.0 1.10 0.00 ~163.0 1.90 0.00 164.0 2.00 0.00 166.0 2.10 0.20 168.0 2.10 0.15 170.0 1.80 0.25 172.0 1.85 0.35 174.0 1.90 0.35 176.0 1.95 0.50 178.0 2.00 0.40 180.0 2.20 0.67 ~.~182.0 2.10 0.50 184.0 2.10 0.60 186.0 2.10 0.70 188.0 2.00 0.70 190.0 2.00 0.60 192.0 1.97 0.70 194.0 1.90 0.77 196.0 1.87 0.75 198.0 1.85 0.85 200.0 1.88 0.67 F"" ------------------------------------------------------------------- B-83 TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R. - LOCATION WITHIN SITE CROSS SECTION 4 STATION 5+64 (CONT.) HOR DIST (FT) 202.0 204.0 206.0 208.0 210.0 212.0 214.0 216.0 218.0 220.0 222.0 224.0 226.0 228.0 230.0 232.0 234.0 236.0 238.0 240.0 243.0 247.0 251.0 255.0 259.0 263.0 266.2 331.0 362.0 369.0 383.0 387.0 389.0 391.0 393.0 394.0 VELOCITIES AT 279 CFS 2.00 2.05 2.10 2.05 2.00 2.00 2.05 1.90 1.80 1.50 1.40 1.50 1.61 1.63 1.55 1.55 1.55 1.22 1.15 1.00 1.10 0.80 0.60 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.00 0.00 0.00 B-84 VELOCITIES AT 25 CFS 0.90 0.90 0.80 0.70 0.65 0.60 0.70 0.60 0.47 0.40 0.40 0.15 0.12 0.20 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R • HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS ------------------------------------- CROSS SECTION 4 408.0 0.00 0.00 STATION 5+64 413.0 0.00 0.00 (CONT.)416.0 0.00 0.00 419.0 0.00 0.00 CROSS SECTION 6 0.0 0.00 0.00 STATION 8+37 29.0 0.00 0.00 42.0 0.00 0.00 62.0 0.00 0.00 66.0 0.75 0.00 70.0 1.20 0.00 74.0 0.95 0.00 78.0 1.25 0.00 80.0 1.23 0.00 82.0 1.20 0.00 84.0 1.20 0.00 86.0 1.20 0.00 88.0 1.40 0.20 90.0 1.50 0.20 92.0 1.60 0.30 94.0 1.55 0.35 96.0 1.55 0.30 98.0 1.55 0.35 100.0 1.47 0.35 102.0 1.40 0.40 104.0 1.47 0.40 106.0 1.45 0.40 108.0 1.50 0.50 110.0 1.55 0.45 112.0 1.65 0.55 114.0 1.80 0.55 116.0 1.70 0.50 118.0 1.60 0.50 120.0 1.75 0.55 122.0 1.90 0.65 124.0 1.67 0.65 126.0 1.45 0.70 128.0 1.70 0.62 129.0 1.80 0.64 B-85 \~ - ~, ,- TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS --------------------------- ---------- CROSS SECTION 6 130.0 1.95 0.65 STATION 8+37 132.0 1.93 0.67 (CONT.)134.0 1.90 0.60 136.0 2.00 0.60 138.0 2.05 0~65 140.0 2.00 0.65 142.0 1.95 0.65 144.0 1.90 0.60 146.0 1.85 0.60 148.0 1.90 0.52 150.0 2.05 0.55 152.0 1.70 0.55 154.0 1.40 0.60 155.0 1.50 0.49 156.0 1.55 0.37 158.0 1.60 0.37 160.0 1.45 0.36 162.0 1.30 0.35 164.0 1.50 0.40 166.0 1.70 0.48 168.0 1.50 0.30 170.0 1.35 0.35 172.0 1.45 0.20 173.5 1.55 0.10 176.0 1.50 0.10 178.0 1.40 0.00 180.0 1.43 0.00 182.0 1.45 0.00 186.0 1.25 0.00 190.0 1.15 0.00 194.0 1.00 0.00 198.0 0.70 0.00 202.0 0.42 0.00 206.0 0.10 0.00 209.0 0.00 0.00 211.5 0.00 0.00 248.5 0.00 0.00 250.0 0.00 0.00 252.0 0.00 0.00 B-86 TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS -----------------------_._------------- CROSS SECTION 6 254.0 0.00 0.00 STATION 8+37 256.0 0.00 0.00 F'~(CONT .)258.0 0.25 0.00 260.0 0.15 0.00 262.0 0.00 0.00 266.0 0.00 0.00 272.0 0.00 0.00 276.0 0.00 0.00 278.0 0.00 0.00..- CROSS SECTION 7 0.0 0.00 0.00 STATION 10+23 43.0 0.00 0.00 ~79.0 0.00 0.00 80.0 0.00 0.00 82.0 0.00 0.00-84.0 0.25 0.00 I 86.0 0.40 0.00.~... 90.0 0.65 0.00 ..,...,92.0 0.70 0.00 94.0 0.75 0.00 96.0 0.75 0.10 98.0 0.75 0.10 ""'"100.0 0.77 0.10 102.0 0.80 0.12 104.0 0.75 0.12 106.0 0.73 0.15 108.0 0.75 0.15 110.0 0.83 0.12 112.0 0.70 0.15 114.0 0.75 0.18 115.0 0.66 0.11 116.0 0.67 0.05 ""'"118.0 0.68 0.05 120.0 0.79 0.10 122.0 0.84 0.08-124.0 0.87 0.10 126.0 0.90 0.10 128.0 0.86 0.10 130.0 0.84 0.15- --------------------------------------------~---------------------- B-87 - - TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R • HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS --------------------------- ---------- CROSS SECTION 7 132.0 0.80 0.10 STATION 10+23 134.0 0.83 0.10 (CONT.)136.0 0.96 0.15 140.0 1.03 0.20 141.0 1.06 0.18 142.0 1.10 0.16 144.0 1.08 0.15 148.0 1.08 0.12 151.0 1.08 0.15 152.0 1.02 0.18 156.0 1.00 0.15 158.0 0.98 0.13 160.0 0.94 0.10 164.0 0.93 0,12 166.0 0.92 0.10 168.0 0.86 0.10 176.0 0.80 0.10 180.0 0.80 0.10 182.0 0.80 0,10 184.0 0.80 0.10 188.0 0.70 0.10 190.0 0.85 0.10 192.0 0.80 0.10 194.0 0.70 0.10 196.0 0.72 0.00 198.0 0.65 0.00 200.0 0.55 0.00 202.0 0.50 0.00 203.0 0.58 0.00 204.0 0.56 0.00 206.0 0.55 0.00 208.0 0.53 0.00 210.0 0.50 0.00 214.0 0.30 0.00 218.0 0.05 0.00 222.0 0.05 0.00 B-88 - TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS ------------------------------------- CROSS SECTION 7 224.0 0.00 0.00 STATION 10+23 256.5 0.00 0.00 (CONT.)262.0 0.00 0.00 264.0 0.00 0.00 CROSS SECTION 8 0.0 0.00 0.00 STATION 12+79 7.0 0.00 0.00 27.0 0.00 0.00 34.0 0.00 0.00 40.0 0.00 0.00 42.0 0.00 0.00 44.0 0.35 0.00 48.0 0.45 0.00 52.0 0.65 0.00 54.0 0.70 0.00 56.0 0.80 0.10 60.0 0.65 0.10 62.0 0.66 0.10 64.0 0.70 0.10 66.0 0.70 0.10 68.0 0.80 0.10 70.0 0.83 0.10 72.0 0.85 0.10 73.4 0.85 0.15 74.0 0.83 0.15 76.0 0.80 0.15 78.0 0.83 0.15 80.0 0.85 0.15 82.0 0.80 0.12 84 ..0 0.75 0.14 88.0 0.70 0.15 92.0 0.75 0.10 96.0 0.80 0.10 100.0 0.75 0.10 104.0 0.75 0.10 108.0 0.80 0.15 112.0 0,80 0.15 116.0 0.75 0.15 118.0 0.80 0.15 ------------------------------------------------------------------- B-89 B-90 - ...... TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R • HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS ------------------------------------- CROSS SECTION 9 n.o 1.74 0.00 STATION 14+62 80.0 1.83 0.00 (CONT.)82.0 1.70 0.00 84.0 1.60 0.00 88.0 1.55 0.00 92.0 1.75 0.40 94.0 1.85 0.00 96.0 2.02 0.50 100.0 2.22 0.40 104.0 2.43 0.63 108.0 2.37 0.62 112.0 2.35 0.84 116.0 2.40 0.57 119.5 2.45 0.62 120.0 2.48 0.68 124.0 2.46 0.69 127.5 2.44 0.65 128.0 2.43 0.59 132.0 2.55 0.69 136.0 2.78 0.62 140.0 2.75 0.81 142.0 2.73 0.71 144.0 2.n 0.65 148.0 2.40 0.62 152.0 2.13 0.58 156.0 2.12 0.44 158.0 2.11 0.39 160.0 2.11 0.39 162.0 1.95 0.39 166.0 1.90 0.25 168.0 1.88 0.25 170.0 1.75 0.25 174.0 1.76 0.25 176.0 1.78 0.30 184.0 1.40 0.20 186.0 0.90 0.10 188.0 0.45 0.00 8-91 TABLE B-3.1 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 101.2R. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)279 CFS 25 CFS ------------------------------------- CROSS SECTION 9 190.0 0.40 0.00 STATION 14+62 192.4 0.00 0.00 (CONT .)197.0 0.00 0.00 212.0 0.00 0.00 215.0 0.00 0.00 216.5 0.00 0.00 B-92 TABLE B-3.2 IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. LOCATION WITHIN SITE HOR nIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS -- - CROSS SECTION 1 0.0 STATION 0+00 1.0 8.0 26.0 29.0 32.0 36.0 40.0 44.0 48.0 52.0 56.0 60.0 64.0 68.0 72.0 76.0 80.0 84.0 88.0 92.0 96.0 100.0 104.0 108.0 112.0 116.0 120.0 124.0 128.0 132.0 136.0 140.0 144.0 148.0 152.0 156.0 160.0 164.0 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.40 0.50 0.60 0.65 0.75 0.75 0.75 0.70 0.70 0.70 0.70 0.70 0.60 0.70 0.70 0.65 0.47 0.50 0.47 0.50 0.63 0.63 0.63 0.35 0.40 0.40 0.50 0.50 0.40 0.50 0.55 0.55 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.30 0.40 0.50 0.50 0.55 0.60 0.60 0.68 0.65 0.62 0.60 0.50 0.50 0.45 0.50 0.40 0.38 0.40 0.35 0.37 0.37 0.37 0.37 0.30 0.30 0.28 0.30 0.30 0.32 0.35 0.40 0.50 B-93 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.15 0.20 0.30 0.30 0.30 0.40 0.40 0.40 0.40 0.40 0.35 0.30 0.20 0.20 0.17 0.15 0.20 0.17 0.14 0.13 0.10 0.10 0.10 0.12 0.10 0.10 0.10 0.11 0.10 0.10 0.10 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.10 0.09 0.15 0.15 0.10 0.20 0.20 0.15 0.15 0.20 0.20 0.20 0.10 0.10 0.05 0.06 0.10 0.10 0.05 0.05 0.05 0.05 0.05 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS - CROSS SECTION 1 STATION 0+00 (CONT.) CROSS SECTION 2 STATION 2+45 168.0 172.0 176.0 180.0 184.0 188.0 192.0 196.0 200.0 204.0 208.0 212.0 216.0 220.0 224.0 228.0 232.0 234.0 236.0 237.0 251.0 258.0 263.0 0.0 1.0 2.0 14.0 18.0 22.0 26.0 30.0 34.0 38.0 42.0 46.0 50.0 54.0 58.0 0.50 0.60 0.65 0.50 0.45 0.55 0.50 0.50 0.50 0.60 0.65 0.62 0.57 0.60 0.50 0.40 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.25 0.34 0.40 0.35 0.35 0.40 0.45 0.40 0.50 0.30 0.40 0.35 0.35 0.35 0.35 0.35 0.45 0.45 0.45 0.50 0.55 0.55 0.50 0.50 0.40 0.35 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 0.15 0.15 0.18 0.25 0.16 0.16 0.17 0.17 0.20 0.25 0.15 B-94 0.10 0.09 0.13 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.05 0.04 0.04 0.05 0.05 0.10 0.15 0.06 0.02 0.02 0.02 0.02 0.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS - .- - CROSS SECTION 2 STATION 2+45 (CONT.) 62.0 66.0 70.0 73.0 78.0 81.0 86.0 90.0 94.0 98.0 102.0 106.0 110.0 114.0 118.0 122.0 126.0 130.0 134.0 138.0 142.0 147.0 150.0 153.0 158.0 161.0 166.0 169.0 174.0 177 .0 182.0 186.0 190.0 194.0 198.0 202.0 206.0 210.0 214.0 0.50 0.85 1.00 1.65 1.70 1.95 2.15 2.25 2.20 2.10 2.15 2.00 2.10 2.05 2.10 2.35 2.15 2.25 2.20 1.64 1.65 1.55 1.70 1.75 1.75 1.80 1.65 1.75 1.40 1.20 1.05 1.25 1.30 1.10 1.20 1.15 1.05 1.00 0.90 0.34 0.55 0.70 1.44 1.60 1.70 1.96 2.00 2.00 1.85 1.61 1.76 1.79 1.80 1.80 1.60 1.50 1.50 1.28 1.22 1.35 1.40 1.44 1.50 1.60 1.63 0.64 0.63 0.90 0.80 0.75 0.82 1.00 0.87 0.84 0.83 0.74 0.68 0.68 8-95 0.19 0.30 0.33 0.45 0.50 0.50 0.65 0.75 1.20 1.20 1.24 1.27 1.29 1.16 1.02 1.00 0.90 1.00 0.90 0.75 0.87 0.85 0.80 0.80 0.38 0.38 0.24 0.24 0.20 0.20 0.20 0.21 0.21 0.28 0.48 0.20 0.00 0.00 0.00 0,12 0.15 0.12 0.20 0.10 0.20 0.30 0.40 0.35 0.54 0.58 0.63 0.90 0.65 0.45 0.60 0.58 0.60 0.48 0.41 0.35 0.33 0.32 0.40 0.15 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS - - - - CROSS SECTION 2 STATION 2+45 (CONT.) CROSS SECTION 3 STATION 6+45 218.0 222.0 227.0 231.0 235.0 239.0 256.0 301.0 0.0 2.0 15.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 44.0 48.0 52.0 56.0 60.0 64.0 68.0 72.0 76.0 80.0 84.0 88.0 92.0 96.0 100.0 104.0 108.0 112.0 0.65 0.40 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.20 0.20 0.10 0.23 0.20 0.20 0.20 0.25 0.27 0.30 0.35 0.35 0.45 0.45 0.55 0.65 0.55 0.70 0.80 0.80 0.39 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.10 0.09 0.15 0.15 0.15 0.15 0.20 0.25 0.20 0.25 0.25 0.32 0.32 0.39 0.50 0.45 0.50 0.55 0.65 B-96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.02 0.02 0.05 0.05 0.05 0.05 0.10 0.10 0.15 0.10 0.15 0.15 0.14 0.20 0.22 0.26 0.25 0.35 0.40 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.05 0.10 0.05 0.05 0.05 0.06 0.10 0.10 0.15 0.10 0.15 0.15 0.10 TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS CROSS SECTION 3 STATION 6+45 (CONT.) 116.0 120.0 124.0 128.0 132.0 136.0 140.0 144.0 148.0 152.0 156.0 160.0 164.0 168.0 172.0 176.0 180.0 184.0 188.0 192.0 196.0 198.0 200.0 202.0 206.0 208.0 210.0 212.0 214.0 216.0 218.0 260.0 266.0 273.0 1.00 1.00 0.85 0.90 0.90 1.00 1.00 0.85 0.75 0.77 0.85 0.80 0.78 0.80 0.65 0.65 0.60 0.65 0.65 0.55 0.50 0.45 0.50 0.35 0.30 0.25 0.20 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.85 0.75 0.75 0.75 0.85 0.90 0.85 0.70 0.65 0.68 0.72 0.70 0.70 0.75 0.60 0.50 0.50 0.50 0.40 0.35 0.30 0.25 0.25 0.15 0.12 0.10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 B-97 0.40 0.40 0.30 0.35 0.30 0.35 0.40 0.40 0.35 0.38 0.35 0.35 0.35 0.32 0.30 0.25 0.10 0.15 0.10 0.10 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.20 0.09 0.15 0.15 0.15 0.15 0.17 0.15 0.10 0.10 0.10 0.08 0.08 0.07 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. ..- LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS CROSS SECTION 4 0.0 STATION 9+45 1.0 7.0 25.0 27.0 28.0 30.0 32.0 34.0 36.0 38.0 41.0 43.0 45.0 48.0 52.0 54.0 55.0 56.0 57.0 58.0 60.0 64.0 68.0 72.0 76.0 80.0 84.0 88.0 92.0 96.0 100.0 104.0 108.0 112.0 116.0 120.0 124.0 126.0 0.00 0.00 0.00 0.00 0.05 0.10 0.30 0.55 0.65 0.75 0.72 0.81 0.80 1.10 1.30 1.30 1.30 1.40 1.42 1.40 1.34 1.50 1.40 1.30 1.20 1.15 0.55 0.35 0.20 0.30 0.60 0.65 1.00 1.00 1.10 1.10 0.95 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.05 0.25 0.35 0.45 0.50 0.50 0.55 0.60 0.90 1.25 1.25 1.25 1.25 1.25 1.20 1.28 0.90 0.90 1.00 0.80 0.60 0.35 0.23 0.13 0.19 0.29 0.30 0.40 0.50 0.70 0.60 0.60 0.73 0.73 B-98 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.25 0.25 0.25 0.35 0.45 0.50 0.59 0.72 0.70 0.60 0.65 0.68 0.68 0.58 0.40 0.43 0.40 0.29 0.14 0.10 0.10 0.08 0.10 0.13 0.10 0.10 0.10 0.18 0.15 0.15 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.10 0.10 0.15 0.25 0.30 0.25 0.30 0.35 0.35 0.38 0.30 0.30 0.25 0.20 0.20 0.10 0.10 0.08 0.05 0.05 . 0.04 0.05 0.05 0.03 0.05 0.05 0.00 0.00 0.00 0.00 0.00 ~ I -TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS - - CROSS SECTION 4 STATION 9+45 (CONT.) CROSS SECTION 5 STATION 11+90 130.0 134.0 138.0 140.0 144.0 148.0 152.0 157.0 163.0 167.0 171.0 175.0 179.0 216.0 231.0 283.0 303.0 0.0 4.0 7.0 9.0 12.0 14.0 18.0 22.0 26.0 30.0 34.0 38.0 42.0 46.0 50.0 54.0 58.0 62.0 66.0 70.0 74.-0 0.90 0.80 0.60 0.45 0.40 0.30 0.15 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.25 0.25 0.25 0.30 1.05 1.20 1.35 1.40 1.65 "1.55 1.75 1.85 1.20 1.65 1.40 1.45 1.35 0.65 0.50 0.35 0.25 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.20 0.20 0.20 1.00 1.07 1.15 1.25 1.15 1.25 1.40 1.60 0.88 1.00 0.95 0.80 0.75 8-99 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.15 0.15 0.15 0.42 0.43 0.60 0.50 0.65 0.60 0.60 0.60 0.45 0.65 0.60 0.20 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.09 0.20 0.30 0.20 0.20 0.25 0.30 0.30 0.30 0.25 0.30 0.20 0.10 0.10 TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS .- CROSS SECTION 5 STATION 11+90 (CONT.) 78.0 82.0 86.0 90.0 94.0 98.0 102.0 106.0 110.0 114.0 118.0 122.0 126.0 130.0 134.0 138.0 142.0 146.0 150.0 154.0 156.0 276.0 380.0 391.0 1.10 0.90 0.90 0.93 0.95 0.95 0.85 0.60 0.65 0.48 0.50 0.45 0.45 0.50 0.60 0.40 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.45 0.45 0.50 0.50 0.50 0.40 0.30 0.35 0.30 0.30 0.20 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CROSS SECTION 6 0.0 STATION 16+30 1.0 11.0 14.0 17.0 20.0 22.0 26.0 30.0 34.0 37.0 42.0 46.0 50.0 0.00 0.00 0.00 0.65 1.20 1.60 1.90 2.05 2.00 1.90 1.95 1.75 1.70 1.70 0.00 0.00 0.00 0.50 1.00 1.30 1.60 1.90 1.60 1.73 1.67 1.50 1.49 1.31 8-100 0.00 0.00 0.00 0.00 0.45 0.53 0.70 1.05 0.90 1.00 1.20 1.13 0.92 0.65 0.00 0.00 0.00 0.00 0.00 0.25 0.40 0.65 0.60 0.60 0.60 0.40 0.53 0.29 TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. I~ LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS - CROSS SECTION 6 STATION 16+30 (CONT.) 54.0 58.0 62.0 .66.0 70.0 74.0 78.0 82.0 86.0 90.0 92.0 96.0 98.0 104.0 106.0 110.0 114.0 117.0 122.0 126.0 130.0 138.0 146.0 151.0 154.0 162.0 166.0 170.0 174.0 178.0 182.0 188.0 192.0 196.0 200.0 204.0 208.0 212.0 216.0 1.50 1.50 1.35 1.13 1.12 1.15 1.00 0.95 1.05 0.94 1.20 1.20 1.10 0.95 0.90 0.75 0.70 0.55 0.50 0.30 0.30 0.06 0.06 0.05 0.05 0.05 0.05 0.25 O.70 1.30 1.30 1.10 0.90 0.80 0.70 0.40 0.29 0.24 0.30 1.32 1.26 0.93 0.70 0.84 0.86 0.86 0.66 0.68 0.68 0.65 0.65 0.55 0.45 0.37 0.30 0.30 0.25 0.20 0.13 0.12 0.02 0.02 0.03 0.03 0.00 0.00 0.00 0.36 0.80 0.75 0.70 0.60 0.50 0.48 0.35 0.20 0.20 0.20 8-101 0.50 0.60 0.59 0.48 0.48 0.52 0.48 0.30 0.33 0.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.30 0.32 0.28 0.28 0.26 0.30 0.25 0.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - J'91'w, TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.71. LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS - - - CROSS SECTION 6 STATION 16+30 (CONT .) CROSS SECTION 7 STATION 19+05 220.0 224.0 228.0 232.0 236.0 240.0 244.0 246.0 248.0 252.0 256:0 260.0 264.0 268.0 272.0 276.0 280.0 284.0 342.0 358.0 0.0 2.0 8.0 10.0 14.0 18.0 20.0 24.0 28.0 32.0 36.0 40.0 44.0 48.0 51.0 54.0 71.0 84.0 0.30 0.30 0.50 0.45 0.29 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.00 0.00 0.00 0.23 0.15 0.39 0.30 0.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.00 0.00 0.00 8-102 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. -LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS -ISO CFS 55 CFS 18 CFS - ..... - CROSS SECTION 7 STATION 19+05 (CONT.) 88.0 92.0 96.0 100.0 104.0 108.0 112.0 116.0 120.0 124.0 128.0 132.0 136.0 140.0 144.0 148.0 152.0 156.0 160.0 164.0 168.0 172.0 176.0 178.0 182.0 186.0 190.0 194.0 198.0 202.0 208.0 212.0 216.0 220.0 224.0 228.0 232.0 236.0 240.0 0.40 0.90 1.30 1.50 1.60 1.50 1.55 1.40 1.60 1.20 1.50 1.60 1.85 2.00 2.00 2.00 2.20 2.30 2.30 2.30 2.00 1.80 1.70 1.90 2.30 2.20 1.90 1.70 1.70 1.80 1.70 1.50 1.40 1.40 1.55 1.60 1.60 1.74 1.45 0.22 0.70 0.92 1.03 1.13 0.65 0.35 1.00 0.74 0.65 0.50 1.00 1.65 1.65 1.65 1.65 2.00 2.00 1.98 1.63 1.56 1.56 1.56 1.70 1.90 2.00 1.50 1.05 1.00 1.20 1.41 0.95 1.20 1.30 1.42 1.45 1.34 1.30 1.10 B-I03 0.05 0.20 0.55 0.70 0.30 0.10 0.10 0.52 0.30 0.20 0.15 0.55 1.14 1.14 1.13 1.07 1.00 1.22 1.27 1.10 1.30 1.17 1.20 1.18 1.16 1.15 0.90 0.67 0.57 0.10 0.36 0.39 0.40 0.50 0.50 0.45 0.40 0.55 0.55 0.00 0.00 0.20 0.14 0.10 0 ..00 0.00 0.25 0.00 0.08 0.00 0.10 0.75 0.75 0.70 0.70 0.70 0.72 0.69 0.59 0.79 0.79 0.80 0.50 0.54 0.59 0.40 0.30 0.10 0.10 0.10 0.10 0.35 0.21 0.15 0.20 0.18 0.00 0.00 TABLE B-3.2 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 131.7L. ..... LOCATION WITHIN SITE HOR DIST (FT) VELOCITIES VELOCITIES VELOCITIES VELOCITIES AT AT AT AT 240 CFS 150 CFS 55 CFS 18 CFS - - - - CROSS SECTION 7 STATION 19+05 (CONT.) 244.0 248.0 254.0 258.0 262.0 266.0 270.0 274.0 278.0 282.0 285.0 288.0 290.0 294.0 298.0 302.0 305.0. 311.0 315.0 319.0 323.0 327.0 331.0 335.0 339.0 343.0 347.0 351.0 355.0 359.0 362.0 367.0 414.0 432.0 1.16 1.25 1.25 1.25 1.35 1.35 1.28 1.35 1.06 1.06 0.80 0.80 0.80 0.45 0.45 0.30 0.35 0.35 0.65 0.65 0.45 0.45 0.30 0.20 0.30 0.30 0.10 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.95 0.90 0.85 0.72 0.65 0.60 0.65 0.94 0.95 0.79 0.60 0.50 0.40 0.25 0.20 0.10 0.10 0.10 0.25 0.20 0.25 0.25 0.15 0.12 0.10 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 B-104 0.35 0.25 0.10 0.24 0.35 0.42 0.35 0.25 0.20 0.10 0.26 0.20 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.10 0.10 0.10 0.10 0.05 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 TABLE B-3.3 IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. - ..... - - HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS --------------------------- ---------- CROSS SECTION 1 0.0 0.00 0.00 STATION 0+00 8.7 0.00 0.00 9.0 0.00 0.00 9.3 0.00 0.00 9.5 0.00 0.00 10.0 0.60 0.00 12.0 0.50 0.00 14.0 1.50 0.00 16.0 2.10 0.00 18.0 2.20 0.00 20.0 2.20 0.00 21.0 2.20 0.95 24.0 2.00 1.15 28.0 2.80 1.30 29.0 2.20 1.60 31.0 1.95 1.20 32.0 1.80 1.30 33.0 1.90 1.50 36.0 2.20 1.32 39.0 2.20 1.10 40.0 2.20 1.20 43.0 1.95 1.10 44.0 1.60 1.10 47.0 1.50 0.90 48.0 1.40 0.50 51.0 1.30 0.25 52.0 1.50 0.30 55.0 1.50 0.65 56.0 1.60 0.90 59.0 1.70 1.50 60.0 1.70 1.30 63.0 1.70 1.45 64.0 1.50 1.20 67.0 1.80 0.90 68.0 2.00 1.10 70.0 2.20 1.30 72.0 1.90 1.20 74.0 1.80 0.90 76.0 1.50 0.50 ------------------------------------------------------------------- B-105 ..-TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. ,-HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS --------------------------- ---------- lMSlI!I CROSS SECTION 1 77.8 1.20 0.00 STATION 0+00 78.0 0.90 0.00 (CONT.)80.0 0.00 0.00 83.0 0.00 0.00 98.0 0.00 0.00 ~109.0 0.00 0.00 CROSS SECTION 2 0.0 0.00 0.00 STATION 1+24 4.0 0.00 0.00 11~18.5 0.00 0.00 31.5 0.00 0.00 32.0 0.00 0.00 34.0 0.00 0.00 36.0 0.00 0.00 37.0 0.00 0.00 -.38.0 0.00 0.00 40.0 0.60 0.20 42.0 0.90 0.10 44.0 1.20 0.10.....46.0 1.75 0.32 48.0 2.30 0.60 50.0 2.50 0.47 52.0 2.70 0.95 54.0 3.00 1.15 56.0 3.30 1.20 ~58.0 3.35 1.37 60.0 3.40 1.30 62.0 3.30 1.25 64.0 3.20 1.30,-66.0 3.20 1.05 68.0 3.20 0.90 70.0 2.85 0.80 72.0 2.50 0.80 74.0 1.70 0.50 76.0 0.90 0.45 78.0 1.00 0.00 80.0 0.56 0.00 82.0 1.36 0.00 84.0 0.21 0.00,.,... ------------------------------------------------------------------- B-106 TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. ~HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS ----------------------_._------------- CROSS SECTION 2 86.0 0.00 0.00 STATION 1+24 88.0 0.00 0.00 (CONT.)90.0 0.35 0.00 92.0 0.68 0.00 96.0 0.40 0.00 100.0 0.20 0.00 104.0 0.00 0.00 111.5 0.00 0.00 139.0 0.00 0.00,-'161.0 0.00 0.00 CROSS SECTION 3 0.0 0.00 0.00 ~STATION 2+46 8.5 0.00 0.00 23.0 0.00 0.00 23.5 0.00 0.00 24.0 0.85 0.00 26.0 2.20 0.00 28.0 2.30 0.00 30.0 2.80 0.64 32.0 2.80 0.65 34.0 2.80 0.60 36.0 2.80 0.70 38.0 3.10 1.50 40.0 3.20 2.22 42.0 3.30 3.00 44.0 3.40 2.00 46.0 3.50 1.55 48.0 3.30 1.35 50.0 2.20 0.50 52.0 2.00 0.40 54.0 1.80 0.00 58.0 1.60 0.00 62.0 0.40 0.00 66.0 0.40 0.00 70.0 0.10 0.00 74.0 0.07 0.00 78.0 0.85 0.00 80.0 0.90 0.00 82.0 0.70 0.00 ------------------------------------------------------------------- B-107 TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES CFT/SEC)AT SITE 132.6L. HOR VELOCITIES VELOCITIES-LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS ------------------------------------- CROSS SECTION 3 84.0 0,80 0.00 STATION 2+46 86.0 0.50 0.00 J'-(CONT.)88.0 0.25 0.00 90.0 0.00 0.00 90.3 0.00 0.00 95.0 0.00 0.00 ~104.4 0.00 0.00 139.5 0.00 0.00 ~CROSS SECTION 4 0.0 0.00 0.00 STATION 3+90 17.6 0.00 0.00 18.0 1.20 0.00--20.0 1.40 0.00 22.0 1.80 0.00 24.0 2.00 0.00 30.0 1.60 0.00 r-32.0 1.70 0.00 34.0 1.80 0.00 36.0 1.80 0.00....38.0 1.90 0.50 40.0 2.00 0.40 42.0 1.90 0.40 44.0 2.00 0.40 46.0 2.10 0.40 48.0 2.20 1.00 50.0 2.30 1.60 51.0 2.40 1.60 53.0 2.40 1.70 55.0 2.60 1.75 57.0 2.40 1.60 59.0 2.30 1.60 61.0 2.00 1.45 62.0 2.00 1.15 64.0 1.90 0.90 66.0 1.80 0.75 68.0 1.60 0.35 70.8 1.50 0.70 72.0 1.50 0.00 74.0 1.60 0.00 ------------------------------------------------------------------- ,"""B-108 ,,,'.. TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. LOCATION WITHIN SITE CROSS SECTION 4 STATION 3+90 (CONT.) CROSS SECTION 5 STATION 5+11 HOR DIST (FT) 76.0 78.0 80.0 84.0 86.0 88.0 90.0 92.0 94.0 96.0 98.0 102.0 106.0 110.0 114.0 118.0 122.0 124.0 126.0 128.0 130.0 132.0 152.0 162.5 182.0 199.0 0.0 40.0 43.5 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 VELOCITIES AT 141 CFS 1.70 1.90 1.60 1.40 0.90 0.90 0.90 0.90 0.90 0.75 0.60 0.56 0.48 0.56 0.30 0.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.05 0.20 0.80 1.10 1.00 1.10 1.20 1.30 1.30 1.20 B-I09 VELOCITIES AT 27 CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.20 0.35 0.40 0;35 0.45 0.45 0.35 0.40 """! TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS ------------------------------------- CROSS SECTION 5 62.0 1.20 0.40 STATION 5+11 66.0 1.20 0.50 (CONT .)68.0 1.20 0.50 70.0 1.10 0.55 74.0 1.00 0.40 78.0 0.90 0.40 80.0 0.80 0.45 82.0 0.90 0.50 86.0 1.00 0.45 90.0 0.90 0.37 92.0 0.80 0.40 94.0 1.00 0.55 98.0 1.20 0.45 102.0 1.15 0.37 104.0 1.10 0.36 106.0 1.00 0.35 110.0 0.90 0.35 114.0 1.00 0.30 116.0 1.20 0.40 118.0 1.00 0.35 122.0 0.90 0.15 124.0 0.95 0.10 126.0 0.95 0.00 128.0 1.00 0.00 130.0 0.90 0.00 134.0 0.80 0.00 136.0 0.60 0.00 138.0 0.60 0.00 140.0 0.50 0.00 142.0 0.50 0.00 144.0 0.40 0.00 146.0 0.60 0.00 148.0 0.50 0.00 150.0 0.40 0.00 152.0 0.30 0.00 154.0 0.30 0.00 8-110 .- TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS ------------------------------------- CROSS SECTION 5 156.0 0.00 0.00 STATION 5+11 162.5 0.00 0.00 (CONT.)182.0 0.00 0.00 210.0 0.00 0.00 CROSS SECTION 6 0.0 0.00 0.00 STATION 6+94 25.0 0.00 0.00 29.0 0.00 0.00 30.0 0.00 0.00 32.0 0.35 0.00 34.0 0.50 0.15 36.0 0.70 0.15 38.0 0.90 0.15 42.0 0.90 0.10 44.0 0.90 0.20 46.0 0.90 0.25 50.0 0.80 0.30 54.0 0.85 0.30 56.0 1.00 0.30 58.0 1.00 0.30 62.0 0.93 0.30 66.0 1.00 0.30 68.0 0.90 0.31 70.0 0.90 0.32 72.5 0.90 0.29 74.0 0.90 0.30 76.0 0.90 0.30 78.0 0.90 0.30 80.0 0.85 0.30 82.0 0.90 0.27 84.0 0.90 0.30 86.0 0.90 0.30 88.0 0.90 0.30 90.0 0.90 0.30 92.0 0.90 0.30 94.0 0.90 0.20 96.0 0.90 0.20 98.0 0.80 0.20 100.0 0.80 0.15 8-111 TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS ---------....--------------------------- ~ CROSS SECTION 6 102.0 0.80 0.15 STATION 6+94 104.0 0.80 0.00 (CONT.)106.0 0.60 0.00 108.0 0.50 0.00 110.0 0.40 0.00 112.0 0.40 0.00I""". 114.0 0.30 0.00 116.0 0.30 0.00 118.0 0.10 0.00 120.0 0.00 0.00 122.0 0.00 0.00 124.0 0.00 0.00 ~139.0 0.00 0.00 160.0 0.00 0.00 181.5 0.00 0.00 CROSS SECTION 7 0.0 0.00 0.00 STATION 8+52 18.2 0.00 0.00 20.0 0.00 0.00 22.0 0.00 0.00 22.6 0.00 0.00 23.5 0.00 0.00 ,-24.0 0.40 0.00 26.0 0.20 0.00 28.0 0.30 0.00 30.0 0.70 0.00.....32.0 0.60 0.00 34.0 0.60 0.15 36.0 0.60 0.15 40.0 0.65 0.15 44.0 0.70 0.25 48.0 0.85 0.30-52.0 0.80 0.25 56.0 1.10 0.35 58.0 0.90 0.40 60.0 1.10 0.30 62.0 1.10 0.35 64.0 1.00 0.35 66.0 1.00 0.30 ------------------------------------------------------------------- 8-112 TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. B-l13 TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. r:#~'"HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS ------------------------------------- ~ CROSS SECTION 8 39.0 0.60 0.10 STATION 9+79 40.0 0.60 0.10 (CONT.)43.0 0.60 0.20 44.0 0.60 0.20 47.0 0.60 0.20 "'::::"""1 48.0 0.50 0.15 51.0 0.60 0.20 52.0 0.65 0.25 56.0 0.70 0.25 60.0 0.85 0.25 64.0 0.90 0.20 67.0 0.90 0.20 68.0 0.90 0.20 72.0 1.20 0.25 75.0 1.30 0.35 76.0 1.40 0.35 79.0 1.40 0.30 80.0 1.30 0.30 83.0 1.30 0.40 ,~..~""84.0 1.30 0.50 88.0 1.20 0.60 91.0 1.00 0.60 92.0 0.80 0.50 95.0 0.80 0.50 96.0 0.60 0.30 98.0 0.60 0.30 99.0 0.50 0.25 100.0 0.40 0.20 102.0 0.30 0.15 ~103.0 0.20 0.10 105.7 0.10 0.00 128.0 0.00 0.00 .....155.0 0.00 0.00 168.0 0.00 0.00 178.0 0.00 0.00 i%!~!'" 0.0 0.00 0.00CROSSSECTION9 STATION 11+31 4.0 0.00 0.00 6.0 0.00 0.00 ------------------------------------------------------------------- B-114 ...... ~, ,~ TABLE B-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS ------------------------------------- CROSS SECTION 9 9.0 0.27 0.07 STATION 11+31 12.0 0.54 0.07 (CONT.)14.0 0.48 0.07 16.0 0.45 0.12 19.0 0.35 0.10 25.0 0.20 0.05 28.0 0.00 0.00 32.0 0.00 0.00 34.0 0.00 0.00 36.0 0.00 0.00 40.0 0.00 0.00 55.0 0.00 0.00 84.0 0.00 0.00 88.5 0.00 0.00 90.8 0.00 0.00 92.0 0.39 0.00 94.0 1.20 0.00 96.0 1.80 0.00 98.0 1.60 0.25 100.0 2.55 0.35 103.0 2.40 0.80 108.0 1.80 0.77 112.0 1.60 0.77 116.0 1.10 0.56 120.0 1.00 0.54 124.0 1.00 0.55 127.0 1.70 0.35 130;0 1.20 0.00 132.0 2.30 0.00 134.0 2.50 0.40 136.0 2.50 0.55 140.0 3.00 1.20 142.0 2.70 1.20 144.0 3.90 1.20 148.0 3.20 1.20 152.0 3.70 1.20 156.0 2.45 0.80 158.5 2.00 0.40 164.0 0.96 0.30 B-1l5 - - TABLE a-3.3 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 132.6L. HOR VELOCITIES VELOCITIES LOCATION DIST AT AT WITHIN SITE (FT)141 CFS 27 CFS --------------------------------------- CROSS SECTION 9 168.0 1.50 0.00 STATION 11+31 170.6 1.00 0.00 (CONT.)176.0 1.10 0.00 180.0 1.05 0.00 183.0 0.32 0.00 184.0 0.00 0.00 186.0 0.00 0.00 193.0 0.00 0.00 210.5 0.00 0.00 219.0 0.00 0.00 8-116 TABLE B-3.4 IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 136.0L. ~, .- ..... HOR VELOCITIES VELOCITIES VELOCITIES LOCATION DIST AT AT AT WITHIN SITE (FT)265 CFS 153 CFS 81 CFS ------------------------------------- ---------- CROSS SECTION 1 0.0 0.00 0.00 0.00 STATION 0+00 1.0 0.00 0.00 0.00 9.0 0.00 0.00 0.00 11.0 0.07 0.03 0.01 14.0 0.07 0.03 0.01 16.0 0.07 0.03 0.01 18.0 0.10 0.05 0.01 19.5 0.10 0.05 0.02 23.0 .0.10 0.05 0.02 25.0 0.10 0.05 0.02 26.0 0.40 0.25 0.10 28.0 0.60 0.45 0.30 30.0 0.65 0.55 0.45 32.0 0.73 0.62 0.45 34.0 0.86 0.78 0.50 36.0 0.95 0.75 0.50 38.0 1.38 0.97 0.60 40.0 1.54 1.20 0.92 42.0 1.71 1.54 1.04 44.0 1.95 1.73 1.04 46.0 2.40 2.26 1.37 48.0 2.39 2.26 1.75 50.0 2.76 2.00 1.60 52.0 3.80 2.57 2.00 54.0 4.28 3.29 2.00 56.0 4.42 3.29 2.20 58.0 4.56 3.30 2.30 60.0 4.18 3.42 2.60 62.0 3.80 3.50 2.60 64.0 3.20 2.90 2.65 66.0 2.38 1.85 1.50 68.0 1.81 1.30 1.00 70.0 1.40 1.15 0.95 72.0 1.50 1.00 0.75 74.0 1.10 0.95 0.60 76.0 1.20 0.87 0.50 78.7 1.20 0.73 0.00 80.0 0.70 0.00 0.00 80.9 0.00 0.00 0.00 -------------------~----------------------------------------------- B-117 TABLE B-3.4 IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 136.OL. - LOCATION WITHIN SITE CROSS SECTION 1 STATION 0+00 (CONT .) CROSS SECTION 2 STATION 0+88 HOR DIST (FT) 82.0 82.8 88.0 91.5 93.5 0.0 3.0 4.0 17.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 64.0 73.0 76.0 VELOCITIES AT 265 CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 1.80 1.90 2.00 2.20 2.30 3.00 3.20 3.55 4.00 4.30 4.30 4.45 4.30 4.20 4.10 3.60 3.00 1.80 0.80 0.40 0.00 0.00 B-118 VELOCITIES AT 153 CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.10 1.50 1.80 2.70 2.80 3.20 3.50 3.50 3.50 3.80 3.50 3.95 3.50 3.30 2.50 0.95 0.50 0.00 0.00 0.00 VELOCITIES AT 81 CFS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.80 1.35 2.20 2.50 2.50 2.45 2.40 2.65 2.65 3.50 3.10 3.00 1.75 0.58 0.20 0.00 0.00 0.00 TABLE B-3.4 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 136.OL. - LOCATION WITHIN SITE CROSS SECTION 3 STATION 1+95 CROSS SECTION 4 STATION 2+91 HOR DIST (FT) 0.0 3.0 9.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 47.5 55.0 59.0 61.0 63.0 0.0 2.5 7.5 10.0 12.0 12.5 14.0 16.0 18.0 20.0 22.0 VELOCITIES AT 265 CFS 0.00 0.00 0.00 0·.30 0.60 1.80 3.05 3.90 3.59 3.60 3.74 4.30 4.00 4.07 4.03 4.00 3.80 3.60 3.25 2.90 2.00 0.80 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 1.00 1.00 1.70 1.98 2.20 2.60 2.67 VELOCITIES AT 153 CFS 0.00 0.00 0.00 0.10 0.25 1.10 1.95 2.50 2.80 2.80 2.80 3.00 3.10 3.00 2.40 2.80 2.80 3.00 2.50 2.60 1.85 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.50 0.50 0.90 1.70 2.00 2.35 2.40 VELOCITIES AT 81 CFS 0.00 0.00 0.00 0.00 0.00 0.40 1.05 1.60 1.87 2.12 2.12 2.12 2.10 2.02 1.85 1.82 1.70 1.85 1.87 1.83 1.70 0.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 2.20 2.15 ------------------------------------------------------------------- 8-119 - TABLE B-3.4 (CONT.)IFG-4 CALIBRATION VELOCITIES CFT/SEC)AT SITE 136.0L. LOCATION WITHIN SITE CROSS SECTION 4 STATION 2+91 (CONT .) CROSS SECTION 5 STATION 4+23 HOR DIST (FT) 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 64.0 66.0 68.0 68.5 72.3 82.5 84.5 87.5 0.0 2.5 13.7 14.0 16.0 18.0 20.0 22.0 24.0 26.0 VELOCITIES AT 265 CFS 2.70 2.70 2.60 2.70 2.90 3.10 3.20 2.90 3.20 3.50 3.20 3.00 2.95 3.00 3.10 3.20 3.17 3.14 1.70 1.54 1.45 1.37 1.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.10 0.35 0.50 0.75 1.00 1.20 B-120 VELOCITIES AT 153 CFS 2.40 2.40 2.40 2.50 2.70 2.85 3.00 2.70 3.00 3.00 2.90 2.80 2.72 2.72 2.84 2.90 2.70 2.07 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.15 0.20 0.25 0.40 0.60 VELOCITIES AT 81 CFS 2.19 2.09 1.92 2.14 2.16 2.20 2.25 2.14 2.25 2.20 2.38 2.20 2.47 2.38 2.00 1.70 1.65 1.60 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . 0.00 0.00 0.00 0.00 0.00 0.10 0.10 0.10 0.15 0.30 - TABLE B-3.4 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 136.0L. - LOCATION WITHIN SITE CROSS SECTION 5 STATION 4+23 (CONT.) CROSS SECTION 6 STATION 5+82 HOR DIST (FT) 28.0 30.5 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 64.0 66.0. 68.0 70.0 72.0 74.0 76.0 78.0 79.0 79.8 80.5 83.0 89.0 91.0 0.0 8.0 8.5 10.0 11.0 11.5 VELOCITIES AT 265 CFS 1.30 1.40 1.60 2.40 2.25 2.10 2.20 2.30 2.25 2.20 2.45 2.70 2.40 2.05 2.10 2.15 2.17 2.18 2.40 2.75 2.38 2.00 1.70 1.40 1.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 B-121 VELOCITIES AT 153 CFS 0.95 1.10 1.30 1.45 1.65 1.65 1.65 1.70 1.65 1.40 1.90 1.75 1.80 1.70 1.70 1.55 1.65 1.75 1.50 1.50 1.70 1.48 1.30 1.05 0.50 0.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VELOCITIES AT 81 CFS 0.30 0.30 0.40 0.80 1.05 1.00 0.82 1.10 0.97 0.95 1.35 1.00 1.37 1.05 1.03 0.95 0.75 1.10 0.90 1.10 0.95 1.05 1.00 0.40 0.25 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ..-, , - TABLE B-3.4 (CONT.)IFG-4 CALIBRATION VELOCITIES (FT/SEC)AT SITE 136.OL. - LOCATION WITHIN SITE CROSS SECTION 6 STATION 5+82 (CONT .) HOR DIST (FT) 12.0 14.0 16.0 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 54.0 56.0 58.0 60.0 62.0 63.3 65.0 67.0 68.0 76.0 79.0 81.0 VELOCITIES AT 265 CFS 0.00 1.00 1.65 1.85 2.58 3.10 3.25 3.33 3.36 3.35 3.33 3.32 3.31 2.95 2.78 2.69 2.65 2.40 2.40 2.30 2.05 2.04 1.90 1.32 0.98 0.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 B-122 VELOCITIES AT 153 CFS 0.00 0.63 1.20 1.30 1.90 2.00 2.20 2.50 2.50 2.40 2.70 2.60 2.50 2.60 2.20 2.40 2.30 1.90 2.05 2.00 1.40 1.00 1.20 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 VELOCITIES AT 81 CFS 0.00 0.00 0.00 0.60 1.30 1.62 1.75 1.90 1.80 1.90 1.97 2.00 1.85 2.25 1.95 1.70 1.60 1.25 1.10 1.10 0.90 0.60 0.55 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Table B-4.1.Comparison between observed and predicted water surface elevations,discharges,and velocities for site 101.2R hydraul ic model. ~Streambed Water Surface Station Elevation Discharge Velocity Observed Predicted Observed Predicted Adjustment ~(ft)(ft)(ft)(cfs)(cfs)Factor \1l¢Q'.Calibration Flow 279 cfs 0+00 361.08 361.08 272.6 272.4 1.00 3+74 362.60 362.60 270.5 270.2 1.01,-.5+64 362.98 362.98 272.5 272.2 .99 8+37 363.20 363.20 258.0 257.7 .99 10+23 363.50 363.50 267.5 267.2 .97 Pf'''12+79 363.50 363.50 243.8 243.6 1.00 14+62 364.01 364.01 270.5 270.2 1.01 ~Calibration Flow 25 cfs 0+00 360.07 360.07 25.1 25.1 .99 ~~3+74 361.83 361.83 26.7 26.7 .98 5+64 361.85 361.85 28.9 28.9 .99 8+37 362.36 362.36 26.5 26.5 .96 10+23 362.95 362.45 21.9 21.9 .92 12+79 362.45 362.45 28.4 28.4 1.00 14+62 363.34 363.34 23.5 23.5 .96 ,Q, 8-123 Table 8-4.2.Comparison between observed and predicted water surface elevations~discharges~and velocities for site 131.7L hydraulic model. i_l=r~Streambed Water Surface Station Elevation Discharge Velocity Observed Predicted Observed Predicted Adjustment ~(ft)(ft)(ft)(cfs)(cfs)Factor - Calibration Flow 240 cfs 0+00 617.03 617.01 230.8 240.0 .98 2+45 617.07 617.06 253.3 239.5 .98 i~6+45 617.61 617.56 221.8 230.6 .97 9+45 617.63 617.56 227.5 219.1 .99 11+90 618.17 618.12 242.5 235.8 .98-16+30 619.52 619.50 250.8 247.1 .98 19+05 620.71 620.69 259.7 257.3 .99 Calibration Flow 150 cfs 0+00 616.78 616.81 156.7 150.9 1.01 2+45 616.91 616.92 160.2 153.7 1.02 6+45 617.32 617.35 156.0 151.6 1.01 9+45 617.28 617.33 137.4 142.0 1.03 ,-.11+90 617.77 617.82 144.2 147.9 1.03 16+30 619.23 619.25 152.5 155.3 1.02 19+05 620.55 620.59 151.9 162.0 1.02 ~~ Calibration Flow 55 cfs 0+00 616.42 616.41 57.3 56.1 1.00 2+45 616.69 616.69 58.4 56.6 1.04 6+45 616.92 616.97 61.9 58.8 1.03 ~9+45 616.86 616.92 51.0 53.4 1.03 11+90 617.24 617.26 49.8 52.3 1.04 16+30 618.73 618.74 54.5 54.5 1.01 -~19+05 620.41 620.39 62.0 57.1 1.01 I Calibration Flow 18 cfs""". 0+00 616.03 616.04 17.9 18.6 .92 2+45 616.49 616.49 18.6 19.5 •96 ~6+45 616.67 616.65 20.2 21.5 .99 9+45 616.62 616.59 19.2 18.8 .94 11+90 616.83 616.82 17.5 17.3 .94 16+30 618.30 618.30 17.6 17.9 1.00 19+05 620.20 620.20 17.9 18.8 .96 ",,"'" B-124 Table B-4.3.Comparison between observed and predicted water surface elevations,discharges,and velocities for site 132.6L hydraul ic model. ~Streambed Water Surface Station Elevation Discharge Velocity Observed Predicted Observed Predicted Adjustment ,-.(ft)(ft)(ft)(cfs)(cfs)Factor Calibration Flow 141 cfs 0+00 626.05 626.05 127.2 127.4 1.00 1+24 626.28 626.28 142.0 142.3 .99 2+46 627.29 627.29 145.9 146.2 1.01 3+90 627.95 627.95 145.2 145.5 1.02 5+11 628.10 628.10 140.2 140.5 .97 6+94 628.16 628.16 142.4 142.7 .96 8+52 628.17 628.17 142.2 142.4 .95 9+79 628.19 628.19 132.3 132.6 .98 ~~11+31 628.43 628.43 142.7 142.9 1.00 Calibration Flow 27 cfs..... 0+00 625.33 625.33 23.1 23.1 1.00 1+24 625.65 625.65 27.2 27.2 1.00 ~1i 2+46 626.28 626.28 26.5 26.5 .99 3+90 627.23 627.23 25.1 25.1 .98 5+11 627.41 627.41 26.4 26.4 .97 6+94 627.43 627.43 28.0 28.0 .96 8+52 627.43 627.43 29.2 29.2 .87 9+79 627.52 627.52 27.6 27.6 .99 11+31 628.09 628.09 26.5 26.5 .92I"'" B-125 Table 8-4.4.Comparison between observed and predicted water surface elevations,discharges,and velocities for site 136.0L hydraulic model. ".....Streambed Water Surface Station Elevation Discharge Velocity Observed Predicted Observed Predicted Adjustment (ft) (ft)(ft)(cfs) (cfs)Factor . Calibration Flow 265 cfs 0+00 675.81 675.78 266.4 266.4 1.00 0+80 675.97 675.94 268.1 267.3 .99 1+95 676.39 676.37 274.3 272.4 .99 2+91 676.65 676.61 273.0 270.3 1.00 4+23 677 .10 677 .10 263.0 266.9 .99 ,.....5+82 677.53 677.49 268.4 264.4 .99 --Calibration Flow 153 cfs 0+00 675.14 675.18 151.8 151.0 .99 0+88 675.31 675.35 158.5 158.8 1.00 1+95 675.77 675.80 148.7 150.1 1.00 2+91 676.00 676.07 157.2 160.1 1.00 4+23 676.72 676.72 156.9 152.1 1.01 .e-"5+82 676.97 677.04 151.4 156.2 .99 ~Calibration Flow 81 cfs 0+00 674.64 674.62 78.2 78.3 1.00 0+88 674.82 674.80 87.1 86.9 1.00 "....1+95 675.31 675.30 75.8 75.3 1.00 . 2+91 675.61 675.58 88.3 87.3 1.01 4+23 676.33 676.33 78.3 79.3 1.00 5+82 676.64 676.61 86.6 84.9 .99 8-126 t 1 ,l \)t l ~f ,l 1 ')] Table 8-5.Statistics evaluating predictive ability of IFG-4 hydraulic models: N n p Std.0 Std.P a b Total System Unsystem dRMSERMSE RMSE Site DEP 715 1.1704 1.1599 0.6114 0.6071 0.0023 0.9891 0.0957 0.0100 0.0943 0.9962 101.2R VEL 715 0.8910 0.9086 0.6363 0.6012 0.0532 0.9600 0.1269 0.0361 0.1212 0.9934 Site DEP 900 1.0175 1.0102 0.6251 0.6130 0.0155 0.9776 0.1262 0.0173 0.1245 0.9935 131.7L VEL 900 0.5370 0.5454 0.2917 0.2864 0.0186 0.9809 0.0770 0.0100 0.0755 0.9948 Site DEP 629 1.0732 1.0663 0.5619 0.5547 0.0157 0.9789 0.1284 0.0171 0.1273 0.9925 132.6L VEL 629 0.8495 0.8882 0.6349 0.5711 0.0988 0.9291 0.1659 0.0683 0.1511 0.9884 Site DEP 474 1.5189 1.5127 0.6589 0.6408 0.0478 0.9644 0.1701 0.0283 0.1673 0.9887 136.0L VEL 474 1.7559 1.7711 1.2827 1.2037 0.0878 0.9586 0.1647 0.0490 0.1572 0.9945 N =number of observations. 0,P =mean of observed and predicted values. OJ Std.0,Std.P =standard deviation of observed and predicted values. I a,b =y-intercept and slope of least squares regression between 0 and P.~ N RMSE =root mean square error,total,systematic,and unsystematic. "'-J d =index of agreement. *See Willmott (1981)for discussion and use of these statistics. ,- - Table 8-6.1 Weighted Usable Areas (WUA)and Wetted Surface Areas (WSA)with corresponding site flows and mainstem discharges for site 101.2R. ,~ HAINSTEH DISCHARGE (cfs) 5000 6000 7000 8000 9000 10000 JlI000 12000 13000 14000 15000 16000 17000 18000 1.'~000 2~0000 2~1000 2~2000 2~3000 2'4000 2'5000 26000 27000 28000 29000 30000 31000 32000 33000 34000 3;5000 SITE FLOW (cfs) 8 16 32 59 104 177 290 463 720 1092 1622 2363 3383 WETTED SURFACE AREA ft''"2/1000 ft 315813 (1) 39026 (2) 46463 (1) 58631 (2) 70798 (2,3) 83712 90471 99200 11981 127928 140939 152957 (5) 158304 (5) 163322 (5) 16:3031 (5) 172452 (5) 176601 (5) 180495 (5) 184150 (5) 187580 (5) 190800 (5) 193822 (5) 196659 (5) 199321 (5) 201819 (5) 204165 (5) 206366 (5) 208432 (5) 210371·(5) 212190 (5) 213899 (5) JUVENILE CHINOOK WUA ft""2/1000 ft o (4) o (4) 1471 (2) 5570 (2) 11210 (2,3) 26261 29533 26931 2449:3 22709 20795 18431 (6) 18073 (6) 17722 (6) 17042 (6) 16392 (6) 15768 (6) 15171 (6) 14598 (6) 14049 (6) 13523 (6) 13019 (6) 12535 (6) 12071 (6) 11626 (6) 11200 (6) 10790 (6) 10397 (6) 10020 (6) 9658 (6) 9310 (6) ---_._-------------------------------------------------------------- (1) (2) (3) (4) (5) Surface area based on aerial photography measurements Interpolated value Low turbidity conditions assumed for this and lower flows Site ponded WSA(t)=WSA(max)(1)(I-e-(Q(I)-6.339E-5»;where WSA(max)= 240000 sq ft,Q =discharge,and using 6.339E-5 predicts 150154 (vs 150156)at Q =15,500 cfs,and 196659 (vs 197317 measured from aerial photography)at q =27,000 cfs WUA(t)=WUA(t-l)-0.998 B-128 - Table 8-6.2 Weighted Usable Areas (WUA)and Wetted Surface Areas (WSA)with corresponding site flows and mainstem discharges for site 101.5L. - 11AINSTEM IDISCHARGE (cfs) 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 SITE FLOW (cfs) 1466 1570 1664 1784 2056 2333 2616 2905 3198 3496 3798 4105 4415 4729 5047 5368 5692 6019 6349 6683 7019 7357 7699 8043 8389 8738 9090 9443 9799 10156 10516 WETTED SURFACE AREA ft .....2/1000 ft 28065:3 284270 290918 200690 308659 (1) 314499 320018 325201 331026 337097 342076 345779 351556 357494 362829 367902 372894 377825 382703 387329 392115 397761 402279 407213 410691 412090 415340 417341 419460 421598 422987 JUVENILE CHINOOK WUA ft''-2/1000 ft 10944 11895 12764 12870 16262 (1) 15600 14928 13222 13783 14000 13521 13030 12000 12323 13110 13266 15676 16513 17109 17333 17920 20112 20:326 21381 21240 20329 19662 19458 18:346 18207 17632 0)High flow model used for discharges greater than 8500 cfs 8-129 - Table 8-6.3 Weighted Usable Areas (WUA)and Wetted Surface Areas (WSA)with corresponding site flows and mainstem discharges for site 112.6L. - ..... MAINSTEM DISCHARGE (cfs) 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 SITE FLOW (cfs) 96 181 310 493 742 1069 1488 1808 2141 2504 2896 3318 3771 4255 4769 5314 5891 6498 7137 7808 8510 9244 10011 10809 11640 12503 13399 14327 15288 16282 17309 WETTED SURFACE AREA ft'''-2/1000 ft 241007 280371 318562 340249 357920 375250 387719 (1) 402981 (2) 412202 427124 442689 453276 462377 467125 471074 474600 477784 481584 484249 486796 489256 491644 493951 496166 498304 500362 502333 503909 505493 508227 50972:3 JUVENILE CHINOOK WUA ft"'"2/1000 ft 76512 72545 72571 63242 51672 40909 28522 (1) 22284 (2) 20101 19212 22461 24175 24900 22166 19233 16707 14799 13045 11943 10814 10066 9368 8684 8028 7396 6855 641'7 5990 5576 5530 5441 - (1)Value is based on an average of low and high flow model predictions (2)High flow model used for discharges greater than 11000 cfs B-130 Table 8-6.4 Weighted Usable Areas (WUA)and Wetted Surface Areas (WSA)with corresponding site flows and mainstem discharges for site 119.2R. - ..- - - MAINSTEH DISCHARGE (cfs) 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 SITE FLOW (cfs) 15 25 40 61 90 130 184 254 344 459 603 782 1001 1268 WETTED SURFACE AREA ft"2/1000 ft 56282 (1) 56282 (1) 56282 (1) 62946 (2) 76275 (2) 88953 ' 93316 105765 108515 111092 114256 117710 122129 127617 130593 132479 135822 (3) 138517 (3) 141027 (3) 143364 (3) 145540 (3) 147566 (3) 149454 (3) 151211 (3) 152847 (3) 154371 (3) 155790 (3) 157112 (3) 158342 (3) 159488 (3) 160555 (3) JUVENILE CHINOOK WUA ft"2/1000 ft 10468 (4) 10468 (4) 10468 (4) 14239 (2) 23389 (2) 34430 36815 36461 38365 33527 28625 23436 19443 17479 14588 11345 9959 (5) 8759 (5) 7717 (5) 6811 (5) 6292 (5) 6076 (5) 5868 (5) 5668 (5) 5475 (5) 5290 (5) 5112 (5) 4941 (5) 4776 (5) 4617 (5) 4464 (5) (1)Constant surface area based on aerial photography (2)Interpolated value (3)WSA(t)=WSA(max)*(1-e--(Q*7.127E-5);where WSA(max)= 750000 sq ft Q =discharge,and using 7.127E-5 predicts WSA =134401 (vs 134402)at Q =20,500 cfs. (4)WUA =18.6%WSA;i.e.,exactly half of HAl provided under low turbidity condition just prior to breaching (5)WUA(t)=WUA(t-1)**O.993 (20500 -25000 cfs)or 0.998 (25000 -35000 cfs) 6-131 Table 8-6.5 Weighted Usable Area (WUA)and Wetted Surface Areas (WSA)with corresponding site flow and mainstem discharges for site 131.7L. IMAINSTEM SITE WETTED JUVENILE-DISCHARGE FLOW SURFACE CHINOOK AREA WUA (cfs) (cfs)ft'-'2/1000 ft ft''-2/1000 ft --------------------------------------- 5000 5 1102:33 30682 6000 10 124729 37190 7000 15 132910 41639 8000 33 137543 45749 9000 49 141307 4641:3 10000 69 151082 44748 11000 95 170959 43905 12000 127 188850 47372 13000 166 199710 47448-14000 213 212738 45855 15000 26:3 21:380:3 44294 16000 332 222433 41786 17000 407 225968 40576 18000 493 229558 38416 19000 590 233119 36:363.-20000 701 237055 36037 21000 825 240933 35640 (1) 22000 244797 34538 (1) 23000 248680 33472 (1) ",....(1)24000 252579 32443 25000 256542 31449 (1 ) 26000 260776 30487 (1) 27000 264794 29558 (1) 28000 268763 28660 (1) 29000 272754 27791 (1) !~30000 276765 26952 (1) 31000 2133550 26140 (1) 32000 287123 25355 (1) 33000 289547 24596 (1) 34000 291975 23862 (1) 35000 294407 23151 (1) ,....------------------------------------------------------------- (1)WUA(t)=WUA (t-1)'-'0.9985- 8-132 Table 8-6.6 Weighted Usable Areas (WUA)and Wetted Surface Areas (WSA)with corresponding site flow and mainstem discharges for site 132.6L. - - ..... MAINSTEM DISCHARGE (cfs) 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 27000 28000 29000 30000 31000 32000 33000 34000 35000 SITE FLOW (cfs) 10 12 17 24 32 41 53 67 84 103 126 152 182 217 256 300 WETTED SURFACE AREA ft·...2/1000 ft o (1) 14976 (2) 29951 (1) 39165 (2) 48378 (2) 57592 5'~274 63544 67533 72391 74895 78605 :30215 82569 87157 91843 93754 98212 100202 102175 104025 107262 109398 111506 115114 121236 125460 (3) 127436 (3) 129334 (3) 131156 (3) 132905 (3) JUVENILE CHINOOK WUA ft····2/1000 ft o o 2145 (2) 4290 (2) 6435 (2) 8580 16791 17214 17695 18219 1:3207 17264 16508 14932 13221 12328 12464 11201 10602 10896 10314 9848 9982 10300 10209 10028 9845 (4) 9666 (4) 9490 (4) 9318 (4) 9149 (4) ,....(1)Surface area based on aerial photography measurements (2)Interpolated value (3)WSA(t)=WSA(MAX)*(1-E(Q*-4.071E-5);WHERE WSA(MAX)= 175000 sq ft Q=discharge,and using 4.071E-5 predicts WSA =123402 at Q=30,500 cfs. (4)WUA(t)=WUA(t-l)-.998 B-133 - Table 8-6.7 Weighted Usable Areas (WUA)and Wetted Surface Areas (WSA)with corresponding site flows and mainstem discharges for site 136.0L. IMAINSTEM SITE WETTED JUVENILE DISCHARGE FLOW SURFACE CHINOOK AREA WUA (cfs)(cfs)ft .....2/1000 ft ft''''2/1000 ft,--------------------------------------- 5000 12 27437 6';';'50 6000 19 30809 6763 7000 28 34724 6414 8000 39 37087 5716 9000 53 39590 5214 10000 69 41659 4615 11000 88 47451 4126 12000 110 49748 5534 13000 136 52091 5630 14000 165 53183 53/E.4 15000 197 54323 4554 16000 233 55501 4420 17000 272 56779 4112 18000 315 58510 3764 19000 362 59782 3812 20000 414 61071 4364 21000 469 62368 4422 22000 529 63575 4430 23000 593 64765 4375 24000 662 65892 4362 25000 735 66920 4293 26000 814 67582 4036 27000 :397 68235 4030 28000 985 68886 4022 29000 1079 69503 3959 30000 1177 70079 3900 31000 1281 7060:3 3959 32000 1390 71042 3918 33000 1505 7147:3 3:379 34000 1626 71897 3857 35000 1722 72316 3835 B-134 ,I"'" Table B-6.8 Weighted Usable Areas (WUA)and Wet.t.ed SUt-face Areas (WSA)with corresponding site flows and mainst.em discharges for site 147.1L. - MAINSTEM DISCHARGE (cfs) 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 16000 17000 18000 19000 20000 21000 22000 23000 24000 25000 26000 27000 2:3000 29000 30000 31000 32000 33000 34000 35000 SITE FLOW (cfs) 1066 1326 1594 1870 2154 2443 2738 3039 3344 3654 3969 42:38 4610 4937 5267 5600 5938 6278 6621 6967 7315 7667 8021 8378 8738 9099 9464 9830 10199 10570 10943 WETTED SURFACE AREA ft."2/1000 ft 181547 186590 191466 197137 202694 207277 211652 215721 219555 223249 224896 22:3118 231796 235321 238269 241213 245660 (1) 249462 252498 255393 259098 261927 264711 267971 270162 272314 274395 276473 279054 280941 282797 JUVENILE CHINOOK WUA ft"'2/1000 ft 5336 5025 4661 4687 5330 5262 5313 5031 5441 6165 54:=:8 6393 57:31 67:39 7267 7104 7045 (1) 7813 8276 91';;-0 9376 9340 9359 9321 8708 :3781 9710 9564 :31~5a;' :3462 8000 (1)High flow model used for this and greater discharges 8-135 r r APPENDIX C DATA SUPPORTING DEVELOPI~ENT AND APPLICATION OF DIHAB MODELS. LIST OF APPENDIX FIGURES """ Figur1e C-Ll. Figun~C-L2. Figurl:!C-L3. Figurl:C-L4. FigurE:C-1.5. Figure C-1.6. Streambed profile at site 101.7L •••.•...•••..••.••.• Streambed profile at site 115.0R -northwest and northeast channe1s.Source:Estes and Vincent-Lang,eds.1984b .•••••..••.•.••..•••••.•.•.. Streambed profile at site 130.2R •••••.•••••...•....• Streambed profile at site 131.3L •••••.••.•..•.•.•••• Streambed profile at site 137.5R .•••••••••••••••.••• Streambed profile at site 139.0L ••••...•••.•••••.••• i C-l C-2 C-3 C-4 C-S C-6 LIST OF APPENDIX TABLES .- , - ~; Table C-l.l. Table C-1.2. Table C-1.3. Table C-I.4. Table C-l.S. Table C-1.6. Table C-1.7. Table C-2.1. Table C-2.2. Table C-2.3. Table C-2.4. Table C-2.S. Table C-2.6. Table C-2.7. Table C-2.8. Table C-2.9. Table C-2.10. Table C-2.11. Table C-2.12. Table C-2.13. Table C-2.14. Table C-3.1. Table C-3.2. Streambed profile at site IDI.7L ..•••••••.••••.•.•.• Streambed profile at site US.OR-Northwest Channe 1 .. Streambed profile at site US.DR-Northeast Channe 1 .. Streambed profile at site 130.2R .••.•..•.••••••....• Streambed profile at site 131.3L •.•••••.•••.••••••.• Streambed profile at site 137.SR ..••••••••••••..•... Streambed profile at site 139.0L •••••••••••••.•..•.• Cross section elevations at site IOI.7L ••••••••••••• Cross section elevations at site I05.8L .•••.•.....•. Cross section elevations at site 114.IR ••••••..•.•.. Cross section elevations at site 115.0R •..•.•....... Cross section elevations at site 118.9L •••.•.....•.. Cross section elevations at site 119.1L ••..•....•..• Cross section elevations at site 12S.2R •••..••.••..• Cross section elevations at site 130.2R •.••••••.•••. Cross section elevations at site 131.3L ...•.••..•..• Cross section elevations at site 133.8R ••..••••••... Cross section elevations at site 137.SR .•.•..•.••••• Cross section elevations at site 138.7L .•.•••.•••.•. Cross section elevations at site 139.0L •.••.•.•..••• Cross section elevations at site 139.4L •••••.•••••.. Summa ry of hydrau 1ic data co 11 ected at site lOl.7L II .. Summary of hydraulic data collected at site l05.8L e ••••••• i i C-7 C-8 C-IO C-13 C-14 C-15 C-16 C-17 C-22 C-25 C-29 C-34 C-37 C-39 C-43 C-46 C-SI C-S4 C-S6 C-S9 C-64 C-65 C-71 LIST OF APPENDIX TABLES (Continued) Table C-3.3. Table C-3.4. Table C-3.5. Table C-3.6. Table C-3.7. Summary of hydraulic data collected at site 114.1R . Summary of hydraulic data collected at site 115.0R . Summary of hydraulic data collected at site lIB.9L . Summary of hydraulic data collected at site 119.1.L ...•..•••.•.•••••...-.......•..•.....•..•..•••. Summary of hydraulic data collected at site C-75 C-81 C-88 C-93 ...... .- -~ Table C-3.8. Table C-3.9. Table C-3.10. Table C-3.11. Table C-3.12. Table C-3.13. Table C-3.14. Table C-4. Table C-5. Table C-6. 125.2R..............................................C-96 Summary of hydraul ic data collected at site 130.2R..................... . ... ..C-I02 Summary of hydraulic data collected at site 131.3L..............................................C-I07 SUITnnary of hydra,ulic data collected at site 133 ..8R.............. ......... . .... . .... . ............C-115 Summary of hydraulic data collected at site 137 .5R..............................................C-120 Summary of hydraulic data collected at site 138.7L.......... . . . . ...... . . . . . . . . . . . . . . . . .... . . . . . .C-123 Summary of hydraulic data collected at site 139.0L..............................................C-127 Summary of hydraul ic data collected at site 139.4L C-135 Summary of surface areas and strengths of upwelling at DIHAB modelsites.......................C-138 Example of input data deck for DIHAB model at site 131.3L.........................................C-142 Habitat response and wetted surface areas with corresponding mainstem discharges for direct input modeling sites................................C-147 iii 1 J ")1 -1 J ]]1 1 J )J 372 STREAMBED &WATER SURFACE PROFILE 101.7L 371 ...........QPZ 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+008+00 370 it -369I!l!368 ;,~"---i f7 ------------------------:---:!Ii GMiE"'JII'f onOc_Z.'/IH..\_~.~5'__ 366 GAQli ..._. Dr ,,"'-_,e-_.... 365 E_.LV 1M c__....!1 364 r 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 n B I-' STREAMBED STATION (FT.) Figure C-l.l.Streambed profile at site lOl.7L. !1 1 j 1 1 1 1 j J 1 ] MAIN STEM 2 THALWEG PROFILE MAINSTEM 2 fJ PAonu:nUDY AREA A nREAM6fO nATION SURVEY DATE::B309ZB MAINSTEM Q 101 G,glo;l c:r...."9.0ao ..,. SITE Q;:~:~~~~:i ~~::~:t ~~.:!::~th SUSITNA RI\ltR REACH GRADIENT,9.Z II/ml SITE GRADltN,T,:g:i=:::rT ~~:::~~~~~~:~:: --WATER 5URFACE Oli OAn:OF SURVEY c:J $ILT/$AND EZ:J OftA\lEL I RU6B~f mJ COSPLf I BOULDER --WATER SURfACE FROM $T.lGE DATA 4!Hoo 60+0055+00 35-+00 50tOO 30+00 4t!l-QQ 26+00 40tOO ,0+00 STREAMBED STATION (feat) 35tOO HHOO ••• "0.,.··41. z 0 .";::..>41.'"J '"'".TO :> 0: n <-••• i N ••• ••• 0+00 5+00 10+00 4861 NORTHEAST CHANNEL •••(RIGHT CHANNEL) '02 ·••0 z .,. 0;:: "".T.> '"J '"'T' '":> 4720: <- 470 ••• •••I~~OO 20\00 25;'00 ~O+oo STREAMBED STATION (lull Figure C-1.2.Streambed Estes and profile at site 115.0R -northwest and northeast channels. Vincent-Lang,eds.1984b. Source: }1 J ]J J ]1 1 J J ]1 j 1 --Surveyed i WSEl on September 27,1984 _Streambed Cross section 3Crosssection2 STREAMBED &WATER SURFACE PROFILE 130.2R Cross section 1 ---~;.:-------------------~..-------. 610 609 -Ii:608..... z 0 607~Gi .J 606w n w I ~ w a:605... 604 603 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 STREAMBED STATION (FT.) Figure C-l.3.Streambed profile at site 130.2R. ~j )1 J )I 1 -1 J 1 1 J -,] -Surveyed WSEL on September 28,1984 _Streambed Cross section 4 STREAMBED &WATER SURFACE PROFILE 131.3 L -~~------~--------------".. --------------",-""----_/ 617-~616z 0 ~615::,;;w ...Jw 614wn :JIa: 613 +=0 I- 612 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STREAMBED STATION (FT.) 7+00 8+00 9+00 Figure C-l.4.Streambed profile at site 131.3L. J I J J J J 1 1 )1 1 )1 ]1 ] n I lJ1 698 697 696 695 694 ;:: !:!:.693z 0 ~692>w ....J W w 691 ;:)a:... 690 689 STREAMBED &WATER SURFACE PROFILE 137.5R r------------ I.....----",," --Surveyed WSEL on September 28,1984 _Streambed Cross section 3Crosssection2Cl'OlIlIsecllon 1 681'i f iIi !'.iii iii i i 688 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 STREAMBED STATION (FT.) 6+00 7+00 8+00 9+00 10+00 11+00 Figure C-l.5.Streambed profile at site 137.5R. 1 1 I J I 1 1 --I J i ~]E I 1 Cross section 4 1 --Surveyed WSEL on September 20,1984_@ Streambed Cross section 3 1 STREAMBED &WATER SURFACE PROFILE 139.0L ---------~--.-....,.,..... 711 709 707 I "pcy" 710 714 708 712 713 zo ~:>w .J W W ;:) a:.... -t-=u.- ("") ! 01 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 STREAMBED STATION (FT.) Figure C-l.6.Streambed profile at site 139.0L. Table C-1.1.Streambed profile at site 101.7L. F"Streambed Streambed Station Elevation WSEL (ft)(ft)(ft)Comments..- 0+00 365.03 366.68 Cross section 1 -SG 101.8S1 1+39 365.56 366.73 Pool 2+40 365.78 366.76 Pool 3+19 365.45 365.76 Pool 4+05 365.25 366.72 Divided channel 4+74 366.26 366.72 Pool 6+72 364.96 366.79 Construction in pool 7+99 364.42 366.84 Pool 9+30 365.63 366.89 Pool 9+85 367.67 DRY Cross section 2 10+09 366.90 367.46 Large pool 11+01 366.86 367.46 Pool 11+50 366.49 367.46 Pool 11+96 367.20 367.44 End on pool 12+75 368.02 368.22 Pool 13+77 367.76 368.21 Cross section 3 -SG 102.0P1 14+83 368.82 368.90 Beginning of pool/end of run.- 15+30 368.61 368.94 Middle of pool 16+37 368.97 DRY 16+88 368.92 368.99 Cross section 4 -SG 102.0P2 17+67 369.18 DRY Edge of upwelling-18+77 370.65 DRY Edge of gravel Surveyed on October 2,1984 (TBM 10:R&M 101.2W1 LB 1982). F I -C-7 Table C-1.2.Streambed profile at site 115.0R Northwest Channel. Streambed Streambed Station Elevation WSEL (ft) (ft) (ft)Comments -1+21 471.86 474.85 Mainstem 0+00 472.61 474.78 Mouth of Mainstem II, Backwater-1+06 473.74 474.64 High point in back- water pool 2+91 472.47 747.50 Backwater 5+99 472.47 474.54 Backwater pool 7+96 472.08 474.52 Backwater pool-8+26 473.60 474.42 Riffle/backwater 11+02 474.45 474.81 Poo 1/ri ffl e 11+60 473.66 474.83 Pool at Gage 114.4S7, mid pool 12+39 474.53 474.85 Riffl e/pool 13+86 475.82 476.21 Pool/riffle-15+36 473.48 476.22 Pool 16+13 474.21 476.22 Pool,right channel ~joins at this point 16+47 475.74 476.26 Riffle/pool 19+19 476.30 476.69 Poo 1/riffl e.- 20+18 475.88 476.68 Pool 21+06 476.32 476.60 Ri ffl e/poo 1 ..-23+20 477.11 477.48 Riffl e 25+04 478.34 478.70 Poo 1/riffl e 28+91 477 .29 478.73 Pool 33+08 478.32 478.59 Ri ffl e/poo 1 Surveyed on September 28,1983 (TBM:ADF&G Alcap 114.4H3 RB).Source: Estes and Vincent-Lang,eds.1984b. C-8 Table C-1.2 (Continued).Streambed profile at site 115.0R Northwest Channel. Streamb~d Streambed Station Elevation WSEL ~(ft)(ft)(ft)Comments 35+40 478.60 478.95 Pool/riffle 38+99 477.66 478.80 Pool 41+53 477.11 478.82 Pool 42+03 478.61 478.83 Riffle/pool 42+41 479.09 479.39 ~~ 43+02 481.09 481.09 High point 43+52 480.90 480.90 SG 114.4H3 ~44+06 480.30 480.68 Edge of solid ice 44+41 478.85 480.70 Mainstem,head of left fork - Surveyed on September 28,1983 (TBM:ADF&G Alcap 114.4H3 RB).Source: Estes and Vincent-Lang,eds.1984b. C-9 Table C-1.3.Streambed profile at site 115.0R northeast channel. Streambed Streambed Station Elevation WSEL (ft)(ft)(ft)Comments ~ 16+13 474.21 476.22 Mouth of right channel 16+73 475.63 476.20 16+85 475.94 476.18 ~;17+13 475.13 476.10 17+48 474.09 476.09 18+26 473.29 476.14 18+69 473.85 476.15 18+87 473.41 476.16 19+05 475.77 476.17 19+21 476.63 476.78 19+53 477 .20 477 .35 20+64 477.65 477.75 21+18 477 .17 477.77 21+57 477 .46 477.76 22+17 476.82 477.77 22+84 477 .32 477 .22· 23+90 477 .35 477.75 25+07 477.38 477 .83 25+43 477 .24 477 .76 26+30 475.87 477.77 27+25 476.32 477.72 27+37 476.77 477.77 27+46 477.35 477.70-27+80 477.72 477.77 28+48 476.69 477 .64 'l'f'~ Surveyed on September 28,1983 (TBM 1D:ADF&G Alcap 114.4H3 RB). Source:Estes and Vincent-Lang,eds.1984b. C-10 Table C-1.3.Streambed profile at site 115.0R northeast channel. -Streambed Streambed Station Elevation WSEL (ft)(ft)(ft)Comments 30+10 475.44 477 .64 30+96 474.48 477 .68 32+08 475.05 477.70-,33+85 478.77 478.77 34+62 478.30 478.40 ~36+32 477.62 478.42 37+03 477.92 478.42 -37+18 478.38 478.58 37+31 478.29 478.58 37+83 478.65 478.75 38+46 479.55 479.65 39+20 479.67 479.77 39+33 479.62 479.77 40+16 479.28 479.78 41+48 478.47 479.79 42+07 478.81 479.81-42+54 478.40 479.80 42+96 478.84 479.79 44+36 479.33 479.73 45+34 479.71 479.71 46+69 480.25 480.25 47+32 480.51 480.51 47+48 480.68 480.68 ~47+59 480.14 480.54 ,.,... Surveyed on September 28,1983 (TB~l 10:AOF&G Alcap 114.4H3 RB). Source:Estes and Vincent-Lang,eds.1984b. .- C-ll Table C-1.3.Streambed profile at site 115.0R Northeast Channel. ~Streambed Streambed Station Elevation WSEL (ft)(ft) (ft)Comments t"-" 48+17 480.05 480.46 48+43 479.83 480.47 48+67 481.54 481.54 49+20 481.00 481.00 50+34 481.12 481.12 53+39 482.71 482.71 55+00 482.59 482.59 56+41 482.77 482.77 56+98 482.65 482.65 57+39 482.55 482.65 57+66 482.42 482.67 58+07 482.55 482.67 58+26 481.80 482.-69 58+40 482.61 482.61 ~58+46 483.84 483.84 59+88 484.55 484.55, Surveyed on September 28,1983 (TBM 1D:ADF&G Alcap 114.4H3 RB). Source:Estes and Vincent-Lang,eds.1984b. - C-12 Table C-1.4.Streambed profile at site 130.2R • .....StreambedStreambed Station Elevation WSEL (ft)(ft)(ft)Comments -0+68 605.22 605.61 Mouth ""'"0+00 605.00 605.64 Cross section 1 pool 1+00 604.87 605.63 Pool-1+92 605.20 605.68 Pool 2+22 605.17 605.67 Cross section 2 SG 129.8P1 ...,;.,2+48 605.50 605.69 Top of,pool/bottom of riffle 2+69 605.71 605.92 Riffle 2+84 605.99 606.20 Top of riffle/bottom of pool-4+29 605.14 606.22 Cross section 3 pool 4+55 605.40 606.22 Pool II""'-5+35 604.54 606.21 Pool 6+43 606.33 Edge of pool 7+16 607.38 Beginning of cobble/rubble 8+07 608.50 Sand 8+32 608.02 Sand 7+85 608.48 Sand """,.9+96 608.36 Edge of vegetation Surveyed on September 27,1984 (TBM 10:R&M TBM 9-1 1982). C-13 Table C-1.5.Streambed profile at site 131.3L. Streambed Streambed Station Elevation WSEL (ft)(ft)(ft)Comments -0+89 613.20 613.88 Backwater -0+64 613.49 613.88 Riffle -0+29 613.27 613.98 Ri ffl e-0+00 613.53 614.07 Cross section 1 -SG 131.1P2 Riffle 0+94 613.59 614.29 Riffle 1+42 614.01 614.46 Bottom of pool ·1+60 613.47 614.47 Pool 2+17 613.88 614.47 Bottom of riffle 2+51 614.47 614.82 Bottom of pool ~,2+88 614.08 614.82 Pool 3+02 614.37 614.84 Cross section 2 -SG 131.1P1 Bottom of riffle 3+79 614.45 614.83 Riffle ~3+93 614.78 615.23 Bottom of pool 4+18 614.27 615.27 Pool 4+39 615.08 615.27 Bottom of riffle 5+42 615.76 615.95 Cross section 3 5+70 616.11 616.23 Bottom of pool 6+15 615.51 616.25 Pool 7+83 616.08 616.27 Bottom of riffle 8+16 616.50 616.69 Cross section 4 -riffle 8+64 616.50 616.85 Bottom of pool-8+72 616.24 616.84 Pool 9+14 616.47 616.84 Bottom of riffle ~ .""'"Surveyed on September 28~1984 (TBM 10:R&M LRX-35 LB 1980)• ..... C-14 .-. C-15 Table C-·1.7.Streambed profile at site 139.0L. ;o:~ Streambed Streambed Station Elevation WSEL....(ft)(ft)(ft)Comments ¢~-1+69 707.20 708.60 -0+68 707.46 708.72 Beginning of gravel bar 0+00 707.79 708.71 Cross section 1 -clear 0+35 707.94 708.71 0+69 708.48 708.71 Edge of pool ~1+13 708.70 708.95 Cross section 2 -SG 139.0 1 1+56 709.18 Edge of upwelling 2+36 709.82 Cross section 3 3+08 710.58 3+6~)710.46 Cross section 4 4+25 709.99 Rubble/large gravel 5+19 709.92 Rubble/sand Surveyed on September 20,1984 (TB~1 10:R&fo'l II Indian"LRX-51 1980). C-16 TABLE C-2.1 CROSS SECTION ELEVATIONS AT SITE 101.7L. - - HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE CFT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 1 0.0 LB MARKER STATION 0+00 67.0 369.90 68.0 368.93 70.0 367.79 74.0 367.79 75.0 367.79 77.0 367.54 78.0 367.48 82.0 367.25 83.0 367.19 86.0 367.01 88.0 366.89 92.0 366.84 94.0 366.54 97.0 366.24 98.0 366.17 102.0 365.89 107.0 365.59 108.0 365.60 110.0 365.62 112.0 365.64 ·117.0 365.59 118.0 365.62 122.0 365.74 126.0 365.76 128.0 365.77 132.0 365.79 134.0 365.76 138.0 365.70 142.0 365.64 148.0 365.61 150.0 365.60 152.0 365.59 158.0 365.47 162.0 365.39 164.0 365.34 166.0 365.29 172.0 365.14 174.0 365.15 180.0 365.18 182.0 365.19 C-17 TABLE C-2.1 (CONT.)CROSS SECTION ELEVATIONS AT SITE 101.7L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ----------~---_._------------------------- CROSS SECTION 1 187.0 365.19 STATION 0+00 188.0 365.32 (CONT.)190.0 365.58 192.0 365.84 196.0 365.44 197.0 365.34 ~202.0 365.44 204.0 365.34 207.0 365.19 208.0 365.23--212.0 365.39 214.0 365.61 217.0 365.94 220.0 365.97 222.0 365.99 226.0 366.55 """"227.0 366.69 228.0 366.81 232.0 367.29 235.0 367.79 236.0 367.79 238.0 367.79 239.3 367.79 241.0 367.79 CROSS SECTION 2 0.0 LB MARKER ""'" STATION 9+85 19.0 372.99 20.0 371.87 21.0 371.50 22.0 371.10 ,~24.0 370.60 26.0 370.10 28.0 370.10 34.0 370.10 36.0 370.10 40.0 370.14 i~46.0 370.20 52.0 369.96 56.0 369.80 58.0 369.80 64.0 369.80 -C-18 TABLE C-2.1 (CONT.)CROSS SECTION ELEVATIONS AT SITE 101.7L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------_.------------------------------ f""";CROSS SECTION 2 66.0 369.80 STATION 9+85 70.0 370.08 (CONT.)76.0 370.50 -~82.0 370.50 86.0 370.50 88.0 370.54 94.0 370.66 96.0 370.70 100.0 370.74 106.0 370.80 112.0 371.19 117.0 371.50 118.0 371.50 125.0 371.50 CROSS SECTION 3 0.0 LB MARKER STATION 13+32 51.5 372.99 56.0 372.69 60.0 372.69 64.0 372.39,..,.. 66.0 372.33 68.0 372.27 72.0 372.15 74.0 372.09 76.0 372.09 79.0 371.50 80.0 371.45 83.0 371.30 84.0 371.32 87.0 371.40 90.0 370.95 91.0 370.80 94.0 370.87 ~~"'{\95.0 370.90 99.0 370.70 100.0 370.72 1"""103.0 370.80 104.0 370.80 107.0 370.80 110.0 370.80 111.0 370.80 C-19 TABLE C-2.1 (CONT.)CROSS SECTION ELEVATIONS AT SITE 101.7L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 3 114.0 370.80 STATION 13+32 115.0 370.80 (CONT.)119.0 370.80 ~120.0 370.77 123.0 370.70 124.0 370.65 127.0 370.50 130.0 370.27 131.0 370.20 134.0 370.12 135.0 370.10 139.0 370.30 140.0 370.47 f!'"""!143.0 371.00 144.0 371.10 148.0 371.06 .....150.0 371.17 154.0 371.39 160.0 371.50 164.0 372.19,-168.0 372.34 170.0 372.61 172.8 372.99"-CROSS SECTION 4 0.0 LB MARKER STATION 16+44 28.7 373.66 .....30.0 373.16 31.2 373.09 32.0 373.04 34.0 372.91 "...36.0 372.84 38.0 372.76 40.0 372.73 JI""'"42.0 372.71 46.0 372.68 52.0 372.66 58.0 372.56 62.0 372.46 64.0 372.52 70.0 372.70 i""'"72.0 372.76 ---------------------------------------------------------------C..20 - -- - TABLE C-2.1 (CONT.)CROSS SECTION ELEVATIONS AT SITE 101.7L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------_._------------------------ CROSS SECTION 4 74.0 372.94 STATION 16+44 76.0 373.11 (CONT .)77.6 373.28 81.2 373.66 87.4 373.66 92.0 373.36 96.0 373.66 REFERENCE ELEVATION:R&M ALCAP 101.2W1 LB 1982. C-21 -------------------------------------- TABLE C-2.2 CROSS SECTION ELEVATIONS AT SITE 105.8L. .~ ~, HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------_.------------------------------ CROSS SECTION 1 0.0 400.10 LB MARKER STATION 0+00 42.0 399.31 45.0 398.34 47.0 398.31 48.5 398.23 49.0 398.20 51.0 398.09 53.0 397.97 55.0 397.86 56.0 397.26 57.0 397.06 58.0 396.86 59.0 396.81 60.0 396.76 61.0 396.66 62.0 396.56 63.0 396.46 64.0 396.36 65.0 396.26 66.0 396.16 68.0 396.26 70.0 395.96 72.0 395.96 74.0 395.66 76.0 395.56 78.0 395.46 80.0 394.96 82.0 394.76 CROSS SECTION 2 0.0 LB MARKER STATION 2+88 30.5 401.90 33.0 401.70 34.0 401.65 35.0 401.60 37.0 401.50 39.0 401.35 41.0 401.20 43.0 400.70 45.0 400.20 47.0 399.70 49.0 399.90 C-22 TABLE C-2.2 (CONT.)CROSS SECTION ELEVATIONS AT SITE 105.8L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 2 50.0 399.90 STATION 2+88 51.0 399.65 (CONT.)52.0 399.40 53.0 399.35 54.0 399.30 56.0 399.00 58.0 399.20 60.0 398.70 62.0 398.70 64.0 398.20 66.0 397.50 68.0 397.40 70.0 397.20 ~ CROSS SECTION 3 0.0 LB MARKER STATION 4+64 17.4 401.94 18.0 401.69 21.0 401.43 22.0 401.33 23.0 401.23 25.0 400.93 26.0 400.83 27.0 400.73 1""'"29.0 400.53 30.0 400.28 31.0 400.03 .Jl~33.0 399.93 34.0 399.73 35.0 399.53 36.0 399.48.-37.0 399.43 38.0 399.18 39.0 398.93 40.0 398.88 41.0 398.83 42.0 398.90 44.0 398.70 46.0 398.50 48.0 398.30 50.0 398.10 52.0 398.30 54.0 397.90 C-23 ----_.__._---,--------------...;~-"""_.---------------- - - .-. r - - TABLE C-2.2 (CONT.)CROSS SECTION ELEVATIONS AT SITE 105.8L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS. ---------_...------------------------------ CROSS SECTION 4 0.0 LB MARKER STATION 7+49 24.0 401.94 25.5 401.43 27.0 401.23 28.0 401.03 29.0 400.83 31.0 400.43 32.0 400.33 33.0 400.23 35.0 399.83 36.0 399.73 37.0 399.63 38.0 399.58 . 39.0 399.53 40.0 399.38 41.0 399.23 42.0 399.28 43.0 399.33 44.0 399.13 45.0 398.93 46.0 399.10 48.0 398.60 50.0 398.40 52.0 398.10 54.0 397.80 56.0 397.50 58.0 397.30 REFERENCE ELEVATION:R&M ALCAP LRX~10B RB 1982. C-24 .- TABLE C-2.3 CROSS SECTION ELEVATIONS AT SITE 114.1L. - .- - .- ..... HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS --------_.._-------------------------_._--- CROSS SECTION 1 0.0 LB MARKER STATION 0+00 11.0 470.65 15.0 470.25 24.0 469.98 25.0 469.95 26.0 469.88 30.0 469.60 35.0 469.25 36.0 469.15 40.0 468.75 45.0 468.25 50.0 468.20 55.0 468.15 60.0 468.25 65.0 468.35 70.0 468.35 75.0 468.35 80.0 468.35 85.0 468.35 90.0 468.35 92.4 468.29 94.0 468.19 95.0 468.14 96.0 468.09 98.0 467.69 100.0 467.49 102.0 467.49 104.0 467.49 105.0 467.44 106.0 467.39 108.0 467.19 110.0 467.29 112.0 467.29 114.0 467.39 115.0 467.44 116.0 467.49 118.0 467.59 120.0 467.79 122.0 467.89 124.0 467.89 125.0 467.94 C-25 - TABLE C-2,,3 (CONT.)CROSS SECTION ELEVATIONS AT SITE 114.1L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ----------..------------------------------ CROSS SECTION 1 126.0 467.99 STATION 0+00 128.0 467.99 (CONT.)130.0 467.89 131.0 467.89 132.0 467.89 133.0 467.89 134.0 467.79 135.0 467.89 137.8 468.29 140.0 468.25 145.0 469.25 148.0 469.85 149.0 470.05 r-152.0 470.65 CROSS SECTION 2 0.0 LB MARKER STATION 3+25 53.0 470.65 57.0 470.02 58.0 469.86 60.0 469.55-64.0 469.07! 68.0 468.59 70.0 468.35 72.0 468.31 78.0 468.19 80.0 468.15 82.0 468.15 84.0 468.15 86.0 468.15 88.0 468.15 90.0 468.15 92.0 468.11 94.0 468.08 96.0 468.05 98.0 468.01 100.0 467.98 102.0 467.95 104.0 467.91 106.0 467.88 108.0 467.85 i"'"110.0 467.81 ...... C-26 TABLE C-2.3 (CONT.)CROSS SECTION ELEVATIONS AT SITE 114.1L. -------_._._------------------------------------------._------------------_._---------------------------------------------------- HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------,------------------_._----------- CROSS SECTION 2 114.0 467.75 STATION 3+25 116.0 467.71 (CONT .)118.0 467.68 120.0 467.65 122.0 467.81 124.0 467.97-126.0 468.13 128.0 468.29 130.0 468.45 138.0 469.25 ..p;il,140.0 469.45 150.0 469.85 160.0 469.45-163.0 470.17 165.0 470.65 CROSS SECTION 3 0.0 470.65 LB MARKER STATION 7+45 71.0 470.65 72.0 470.55 76.0 470.25.-.76.5 470.15 80.0 469.45 84.0 468.81 85.0 468.65 90.0 468.65 91.0 468.29 92.0 468.24 94.0 468.19 96.0 468.09 98.0 467.89-100.0 467.79 102.0 467.69 104.0 467.49 ~106.0 467.39 108.0 467.29 110.0 467.19 112.0 467.29-114.0 467.49 116.0 467.59 118.0 467.69 ~.120.0 467.79 C-27 ...... TABLE C-2 ..3 (CONT.)CROSS SECTION ELEVATIONS AT SITE 114.!L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ----------------------------------------- CROSS SECTION 3 122.0 467.89 STATION 7+45 124.0 467.99 (CONT.)128.0 468.24 130.0 468.90 132.0 469.05 134.0 469.15 136.0 469.25 140.0 469.45 142.0 469.41 144.0 469.37 148.0 469.29 150.0 469.25 152.0 469.34 156.0 469.53 158.0 469.62 160.0 469.71 162.0 469.81 165.0 469.95 168.0 470.25 172.0 470.65 REFERENCE ELEVATIONS:R&M ALCAP 114.1H1 RB 1982 • C-28 TABLE C-2,,4 CROSS SECTION ELEVATIONS AT SITE 115.0R. - ,~ HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS --------_....-----------------_._----------~ CROSS SECTION 1 0.0 480.25 LB MARKER STATION 0+00 11.0 478.93 29.0 476.62 52.0 476.12 60.0 475.92 70.4 475.41 74.0 475.01 75.0 474.91 78.0 474.81 82.0 474.61 86.0 474.61 90.0 474.61 100.0 474.11 101.0 474.10 102.0 474.08 104.0 474.05 105.0 474.04 106.0 474.02 108.0 473.99 110.0 473.96 112.0 473.88 114.0 473.80 116.0 473.72 118.0 473.64 120.0 473.56 122.0 473.48 124.0 473.40 126.0 473.32 128.0 473.24 130.0 473.16 132.0 473.19 134.0 473.22 135.0 473.24 136.0 473.25 138.0 473.28 140.0 473.31 142.0 473.50 144.0 473.69 146.0 473.88 148.0 474.07 150.0 474.26 C-29 TABLE C-2.4 (CONT.)CROSS SECTION ELEVATIONS AT SITE 115.0R. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION ,~(FT)(FT)WITHIN SITE COMMENTS ------------------------------------------ ,~CROSS SECTION 1 152.0 474.23f STATION 0+00 154.0 474.20 (CONT.)156.0 474.17 160.0 474.11 161.7 474.17 165.0 474.26 170.0 474.41.-180.0 474.41 190.0 474.31 195.0 474.16 ~200.0 474.01 210.0 474.36 220.0 474.61-225.0 474.89 230.0 475.16 240.0 475.21 244.0 475.11,-246.0 475.21f 247.0 475.41 255.0 475.52,.-278.0 476.12 299.0 476.12 .-CROSS SECTION 2 0.0 483.03 LB MARKER STATION 2+73 2.00 477 .86 5.50 476.68 31.0 475.55 -~33.0 475.35 35.0 475.35 37.0 475.25 41.0 475.05 41.5 474.46 42.0 474.36 iF"'"45.0 473.96 48.0 473.76 49.0 473.63 51.0 473.36 53.0 472.83 54.0 472.56 57.0 472.56.....60.0 473.36 -------------------------------------------------------------- ,~ C-30 TABLE C-2.4 (CONT.)CROSS SECTION ELEVATIONS AT SITE 115.OR. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION.....WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- -CROSS SECTION 2 61.0 473.46 STATION 2+73 63.0 473.66 (CONT.)65.0 473.79 ,-.66.0 473.86 69.0 473.76 72.0 473.96 73.0 474.06 !""""'75.0 474.26 77 .0 474.33 78.0 474.36 81.0 474.43 82.5 474.46 83.0 474.46 85.0 474.46 87.0 474.46 88.9 474.46 CROSS SECTION 3 0.0 477.84 LB MARKER STATION 5+82 8.0 477.21 14.0 475.55 ~16.0 474.46 17.0 473.96 18.0 473.26 20.0 472.46,-, 471.6122.0 24.0 471.56 26.0 471.46,-.28.0 471.26 30.0 470.86 32.0 470.26 r-42.0 470.46 44.0 470.86 46.0 471.76 48.0 472.36,-50.0 473.06 52.0 473.96 54.0 474.26 55.0 474.46 60.0 474.46 61.8 474.46 r-107.0 476.15 -------------------------------------------------------------- ~C-31, - .- TABLE C-2.4 (CONT.)CROSS SECTION ELEVATIONS AT SITE 115.0R. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ----------------------------------------- CROSS SECTION 4 0.0 477.60 LB MARKER STATION 9+28 11.0 474.97 25.0 474.51 25.2 474.46 26.0 474.46 27.0 474.36 29.0 474.26 31.0 474.26 33.0 473.96 35.0 474.01 37.0 474.06 39.0 474.01 41.0 473.96 43.0 474.06 45.0 474.16 47.0 474.11 49.0 474.06 51.0 474.01 53.0 473.96 55.0 473.96 57.0 473.96 59.0 473.91 61.0 473.86 63.0 473.71 65.0 473.56 67.0 473.46 69.0 473.36 71.0 473.31 73.0 473.26 75.0 473.21 77 .0 473.16 79.0 473.21 81.0 473.26 83.0 473.36 85.0 473.36 87.0 473.36 89.0 473.36 91.0 473.36 93.0 473.56 95.0 473.76 97.0 473.96 C-32 TABLE C-2.4 (CONT.)CROSS SECTION ELEVATIONS AT SITE 115.OR. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ----------------------------------------- CROSS SECTION 4 99.0 473.96 STATION 9+28 101.0 474.36 (CO NT .)102.0 474.46 103.0 474.59 117.0 475.04 126.0 475.55 133.0 481.10- REFERENCE ELEVATIONS:ADF&G TBM NAIL IN TREE BASE 1984 • ..- - r- , C-33 - ~TABLE C-2 ..5 CROSS SECTION ELEVATIONS AT SITE 118.9L. -_._------_.._---_._---------------------------------------------- -------------------------------------------------------------- HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------_..------------------------------ CROSS SECTION 1 0.0 509.92 LB MARKER STATION 0+00 7.0 509.92 8.0 509.42 ~9.0 509.17 10.0 508.92 12.0 508.42 12.5 508.32 14.0 508.02 16.0 507.62 17.0 507.35 18.0 507.05 19.0 506.85 20.0 506.85 21.0 506.25 22.0 506.25 23.0 506.15 24.0 506.15 25.0 505.85 26.0 505.85 27.0 505.85 :--28.0 505.45 CROSS SECTION 2 0.0 LB MARKER STATION 1+36 8.0 509.57 10.0 509.07 12.0 508.57 14.0 508.17 15.0 507.97 16;0 507.77 17.5 507.39 18.0 507.27 20.0 506.77 22.0 506.80 24.0 506.70 26.0 506.50 28.0 506.60 30.0 506.60-32.0 506.90 34.0 506.85 36.0 .506.90 r-38.0 506.90 C-34 TABLE C-2 ..5 (CONT.)CROSS SECTION ELEVATIONS AT SITE 118.91. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SIrE (FT)(FT)COMMENTS ----------------------------------_._----- CROSS SECTION 2 40.0 506.90 STATION 1+36 42.0 506.95 (CONT.)44.0 506.90 ~,,, 46.0 506.70 48.0 507.00 50.0 507.10 54.0 507.00 56.0 506.95 58.0 506.90 62.0 506.70 64.0 506.65 70.0 506.50 78.0 506.70 86.0 506.30 94.0 506.20 102.0 505.80 --CROSS SECTION 3 0.0 LB MARKER STATION 2+45 12.0 509.57 16.0 509.17 18.0 508.55 22.0 508.75 24.0 508.75 26.0 508.75 """30.0 508.75 34.0 508.65 36.0 508.40 .-38.0 508.15 42.0 508.05 44.0 508.02 48.0 507.97 50.0 507.95 52.0 507.97 54.0 507.99 56.0 508.01 60.0 508.05 64.0 508.01 r-68.0 507.97 70.0 507.95 76.0 507.71 ,....80.0 507.55 C-35 - - - TABLE C-2 ..5 (CONT.)CROSS SECTION ELEVATIONS AT SITE 118.9L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ----------...--------------_._-------------- CROSS SECTION 3 84.0 507.35 STATION 2+45 88.0 507.15 (CONT.)90.0 507.05 92.0 506.95 96.0 507.10 100.0 507.10 104.0 506.60 108.0 506.40 112.0 506.40 116.0 506.40 120.0 506.30 124.0 505.70 128.0 505.70 132.0 505.60 REFERENCE ELEVATION:USGS A107 1965. C-36 ,~ TABLE C-2 ..6 CROSS SECTION ELEVATIONS AT SITE 119.1L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS---_._----_..------------------------------ -CROSS SECTION 1 0.0 511.02 LB MARKER STATION 0+00 14.0 511.02 16.0 510.62-18.5 510.37 20.0 510.22 21.0 510.04 22.0 509.87 24.0 509.52 26.0 509.07 28.0 508.62 30.0 508.27 32.0 507.92 34.0 507.95 36.0 507.85 38.0 507.80 40.0 507.75 42.0 507.55 44.0 507.35 46.0 507.25 48.0 507.15 50.0 506.85 CROSS SECTION 2 0.0 511.02 LB MARKER STATION 1+66 14.0 511.02 16.0 510.62 18.0 510.22 21.4 509.20 22.0 509.02 24.0 508.82 25.0 508.72 26.0 508.62 27.0 508.54 28.0 508.47-30.0 508.32 32.0 508.12 34.0 507.92 36.0 507.50 38.0 506.97 -------------------------------------------------------------- I""'; : C-37 -- - TABLE C-2.6 (CONT.)CROSS SECTION ELEVATIONS AT SITE 119.1L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS --------_._------------------------------ CROSS SECTION 2 40.0 506.45 STATION 1+66 42.0 506.40 (CONT.)44.0 506.35 46.0 505.55 CROSS SECTION 3 0.0 LB MARKER STATION 2+42 31.0 511.02 32.0 510.82 36.0 510.32 40.0 509.72 43.5 509.28 44.0 509.22 44.5 509.12 46.0 508.99 48.0 508.69 50.0 508.49 52.0 508.34 54.0 508.09 56.0 507.89 58.0 507.64 60.0 507.49 62.0 507.69 64.0 506.89 66.0 506.89 68.0 506.39 70.0 506.29 REFERENCE ELEVATION USGS A107 1965. C-38 TABLE C-2.7 CROSS SECTION ELEVATIONS AT SITE 125.2R. -- HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS --------_._.------------------------------ CROSS SECTION 1 0.0 558.10 LB MARKER STATION 0+00 9.0 558.10 12.3 557.49 13.0 557.36 16.0 556.80 17.0 556.57 20.0 555.90 21.0 555.82 25.0 555.50 29.0 555.18 30.0 555.10 33.0 554.91 43.0 554.11 85.0 554.20 89.0 554.40 93.0 554.70 97.0 554.80 101.0 555.20 105.0 555.50 109.0 555.50 110.0 555.50 113.0 555.50 117.0 555.40 121.0 555.10 125.0 555.00 129.0 554.70 133.0 554.60 137.0 554.70 141.0 554.80 145.0 554.60 149.0 554.80 150.0 554.80 153.0 554.80 157.0 554.60 161.0 554.50 165.0 554.40 169.0 554.30 173.0 554.50 177.0 554.30 180.0 554.30 185.0 554.30 C-39 TABLE C-2"7 (CONT.)CROSS SECTION ELEVATIONS AT SITE 125.2R. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------_...------------------------------ CROSS SECTION 1 186.0 554.30 STATION 0+00 189.0 554.10 (CONT.)193.0 554.30 197.0 554.30 201.0 554.30 209.0 554.40 210.0 554.40,.,.. 213.0 554.70 214.0 554.75 217.0 554.90 221.0 555.10 222.0 555.14 225.0 555.25 229.0 555.40 232.0 555.45 235.0 555.50 237.0 555.60 241.0 555.70 242.0 555.80 245.0 556.10 ""'"246.0 556.20 .250.0 556.20 252.0 556.81 ~254.0 556.85 255.0 556.40 258.0 556.49 262.0 556.61 265.0 556.70 266.0 556.77 269.0 557.00 !~~270.0 557.07 273.0 557.30 274.0 557.40 277 .0 557.70 278.0 557.72 281.0 557.80 282.0 557.87-285.0 558.10 310.0 559.63 325.0 560.55 335.0 561.03 RB MARKER --------------------------------------------------------------- I''''''C-40 - .,... TABLE C-2.7 (CONT.)CROSS SECTION ELEVATIONS AT SITE 125.2R. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 2 0.0 561.32 LB MARKER STATION 7+97 68.0 560.51 110.0 559.36 130.0 559.36 140.0 559.16 144.0 558.96 147.0 558.81 150.0 558.66 151.0 558.63 155.0 558.51 159.0 558.39 160.0 558.36 163.0 558.21 167.0 558.01 170.0 557.86 171.0 557.77 172.0 557.67 176.0 557.57 177 .0 557.27 180.0 557.57 184.0 557.32 187.0 557.28 188.0 557.27 192.0 557.37 196.0 557.37 197.0 557.37 200.0 557.52 204.0 557.52 207.0 557.41 208.0 557.37 216.0 557.17 217.0 557.16 224.0 557.07 227.0 557.14 232.0 557.27 237.0 557.27 240.0 557.27 248.0 557.47 256.0 557.67 257.0 557.62 258.0 557.57 C-41 TABLE C-2.7 (CONT.)CROSS SECTION ELEVATIONS AT SITE 125.2R. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- ""'"CROSS SECTION 2 274.0 557.47 STATION 7+97 277 .0 557.38 (CONT.)284.0 557.17 294.0 557.17 300.0 556.93 304.0 556.77 314.0 556.77 324.0 556.57 330.0 556.57 334.0 556.57 .-344.0 556.07 354.0 555.87 364.0 555.67 374.0 556.07 "..~384.0 556.77 394.0 556.07 402.0 556.31 404.0 556.37 408.5 556.86 410.5 557.08 412.5 .557.30 414.0 557.47 414.5 557.54 416.0 557.77 416.5 556.83 418.5 557.33 419.5 556.76 ~421.3 556.96 423.5 557.76 425.5 558.56 ~427.5 559.66 428.5 559.86 435.0 565.71 437.5 566.12 RB MARKER ~ -------------------------------------------------------------- DATE OF SURVEY:SEPT.29,1984. REFERENCE ELEVATION:R&M ALCAP 124.7T1 RB 1982. C-42 TABLE C-2.8 CROSS SECTION ELEVATIONS AT SITE 130.2R. ..... -------~------------------------------------------------------ HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 1 0.0 609.60 LB MARKER STATION 0+00 20.0 606.74 24.0 606.34 25.0 606.26 26.0 606.19 28.0 606.04 30.0 605.94 34.0 605.74 36.0 605.64 38.0 605.54 40.0 605.44 42.0 605.34 46.0 605.14 50.0 604.94 54.0 604.74 58.0 604.54 60.0 604.63 62.0 604.73 66.0 604.92 70.0 605.11 74.0 605.30 78.0 605.49 . 80.0 605.54 82.0 605.60 86.0 605.71 90.0 605.82 94.0 605.93 . 98.0 606.04 100.0 606.06 108.0 606.14 110.0 606.16 118.0 606.24 123.0 606.39 128.0 606.54 136.5 606.74 146.0 606.62 C-43 TABLE C-2.8 (CONT.)CROSS SECTION ELEVATIONS AT SITE 130.2R. LOCATION WITHIN SITE HORIZONTAL DISTANCE (FT) STREAMBED ELEVATION (FT)COMMENTS CROSS SECTION 2 0.0 STATION 2+27 11.2 20.0 30.0 40.0 41.0 41.6 42.0 46.0 50.0 53.0 54.0 58.0 60.0 62.0 66.0 70.0 74.0 78.0 80.0 82.0 86.0 87.8 90.5 91.0 95.0 99.0 131.0 CROSS SECTION 3 0.0 STATION 4+21 9.0 10.0 11.8 12.0 13.0 14.0 15.0 16.0 17.0 20.0 21.0 609.21 606.74 606.64 606.54 606.24 606.18 606.14 606.12 605.88 605.64 605.46 605.40 605.16 605.04 605.07 605.13 605.19 605.25 605.31 605.34 605.52 605.89 606.05 606.29 606.34 606.54 606.74 607.91 609.12 606.74 606.56 606.25 606.21 606.04 605.91 605.79 ·605.66 605.54 605.35 605.29 C-44 LB MARKER LB MARKER -, TABLE C-2.8 (CONT.)CROSS SECTION ELEVATIONS AT SITE 130.2R. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 3 24.0 605.10 STATION 4+21 25.0 605.03 (CONT.)28.0 604.84 29.0 604.61 30.0 604.39 32.0 604.51 33.0 604.58 34.0 604.64 36.0 604.69 37.0 604.71 38.0 604.74 40.0 604.94 41.0 605.04 42.0 605.14 44.0 605.31 45.0 605.40 46.0 605.49 48.0 605.69 49.0 605.79 50.0 605.89 53.0 606.04 54.0 606.09 55.0 606.15 57.0 606.28 58.0 606.34 62.4 606.74 74.0 606.04 97.0 607.62 DATE OF SURVEY:SEPT.27,1985. REFERENCE ELEVATION:R&M TBM 9-1 1982. C-45 TABLE C-2.9 CROSS SECTION ELEVATIONS AT SITE 131.3L. ~. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ....._--------------------------------_._---- CROSS SECTION 1 0.0 609.13 LB MARKER STATION 0+00 17.0 616.00 20.0 615.50 24.0 615.10 28.0 615.00 32.0 614.90 40.0 614.80 50.0 614.20 60.0 613.40 70.0 613.00 80.0 612.90 90.0 613.40 91.0 613.40 93.0 613.40 95.0 613.40 97.0 613.40 99.0 613.40 100.0 613.40 101.0 613.40 103.0 613.40 104.0 613.40 110.0 613.40 115.0 613,,60 117.0 613.62 119.0 613.59 120.0 613.58 121.0 613.57 123.0 613.52 125.0 613.47 127.0 613.69 129.0 613.92 130.0 614.01 131.0 614.09 133.0 614.27 135.0 614.32 137.0 614.37 141.0 614.67 145.0 615.47 149.0 616.32 150.2 616.77 RB MARKER -------------------------------------------------------------- C-46 - TABLE C-2.9 (CONT.)CROSS SECTION ELEVATIONS AT SITE 131.3L. LOCATION WITHIN SITE HORIZONTAL DISTANCE (FT) STREAMBED ELEVATION (FT)COMMENTS CROSS SECTION 2 0.0 STATION 2+93 11.0 34.0 38.0 42.0 46.0 50.0 54.0 60.0 64.0 66.0 68.0 70.0 72.0 74.0 76.0 78.0 80.0 82.0 84.0 86.0 88.0 90.0 92.0 94.0 95.0 98.0 100.0 108.0 110.0 118.0 120.0 122.0 124.0 126.0 131.0 140.0 617.08 616.52 616.00 615.80 615.30 615.20 615.00 614.90 614.50 614.33 613.93 613.93 613.83 613.73 613.83 613.93 613.73 613.83 613.83 613.83 613.93 614.07 614.17 614.27 614.37 614.42 614.57 614.71 615.27 615.44 616.12 616.32 616.52 616.77 616.77 616.38 617.15 C-47 LB MARKER RB MARKER -- - - TABLE C-2.9 (CONT.)CROSS SECTION ELEVATIONS AT SITE 131.3L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS --------_._------------------------_._---- CROSS SECTION 3 0.0 619.62 LB MARKER STATION 5+37 8.0 617.71 10.0 617.71 14.0 617.71 20.0 617.29 30.0 616.59 34.0 616.31 35.0 616.28 40.0 616.13 44.0 616.01 48.0 615.89 50.0 615.83 54.0 615.71 56.0 615.72 60.0 615.74 64.0 615.76 66.0 615.82 70.0 615.94 72.0 616.00 74.0 616.06 76.0 616.09 80.0 616.15 84.0 616.21 88.0 616.17 90.0 616.15 92.0 616.13 94.0 616.11 96.0 616.13 100.0 616.17 104.0 616.21 108.0 616.17 110.0 616.15 112.0 616.13 114.0 616.11 116.0 616.11 120.0 616.11 124.0 616.11 128.0 616.11 130.0 616.11 132.0 616.11 134.0 616.11 C-48 TABLE C-2.9 (CONT.)CROSS SECTION ELEVATIONS AT SITE 131.3L. -- - - TABLE C-2.9 (CONT.)CROSS SECTION ELEVATIONS AT SITE 131.3L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS --------_._------------------------------ CROSS SECTION 4 70.0 616.50 STATION 7+66 72.0 616.56 (CONT.)74.0 616.66 76.0 616.76 88.0 616.76 92.0 616.76 102.0 616.76 108.0 616.70 112.0 616.66 122.0 616.56 128.0 616.44 132.0 616.36 142.0 616.26 148.0 616.26 152.0 616.26 162.0 616.36 168.0 616.18 172.0 616.06 178.0 616.00 182.0 615.96 188.0 616.08 192.0·616.16 196.0 616.12 197.7 616.10 202.0 616.06 212.0 616.16 222.0 616.26 227.0 616.76 RB MARKER -------------------------------------------------------------- DATE OF SURVEY:SEPT.27,1984 REFERENCE ELEVATION:R&M ALCAP 131.1S1 RB 1982. C-50 TABLE C-2.10 CROSS SECTION ELEVATIONS AT SITE 133.8R. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- ~CROSS SECTION 1 0.0 RB MARKER STATION 0+00 13.6 650.64 16.0 650.34 ,~20.0 649.84 24.0 649.44 28.0 648.84 ~32.0 648.34 34.0 648.14 36.0 647.47 40.0 647.62 .1-44.0 647.77 50.0 647.84 52.0 647.87-60.0 647.87 68.0 647.47 70.0 647.37 76.0 647.07 80.0 647.07 84.0 647.07 ~92.0 646.87 100.0 647.37 108.0 647.07 116.0 647.07 1J'Rllfi'124.0 647.27 132.0 647.77 140.0 647.37 CROSS SECTION 2 0.0 RB MARKER STATION 0+44 19.7 650.64 22.0 649.94 F'26.0 649.24 ' 30.0 648.44 34.0 647.74 36.0 647.67 38.0 647.42 40.0 647.17 42.0 647.32 44.0 647.47 48.0 647.57 50.0 647.57 52.0 647.57 --------------------~------------------------------------------,..... C-51 \~ - TABLE C-2.10 (CONT.)CROSS SECTION ELEVATIONS AT SITE 133.8R. -------------------------------------------------------------- -_._------_._--------------------------------------------------- HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ------_._-----------------------~-------- CROSS SECTION 2 56.0 647.57 STATION 0+44 60.0 647.37 (CONT .)64.0 647.37 68.0 647.17 70.0 647.07 72.0 646.97 76.0 646.77 80.0 647.67 84.0 647.87 88.0 647.87 90.0 647.87 92.0 647.87 96.0 647.87 100.0 647.87 103.0 648.37 110.0 648.37 113.0 648.37 114.0 648.27 118.0 647.87 120.0 647.72 122.0 647.57 126.0 647.37 130.0 647.07 140.0 646.97 150.0 646.97 160.0 647.07 170.0 647.37 180.0 647.37 190.0 648.07 195.0 648.37 CROSS SECTION 3 0.0 RB MARKER STATION 1+46 16.7 650.64 18.0 650.44 20.0 649.99 22.0 649.54 24.0 649.51 26.0 649.49 28.0 649.26 29.0 649.15 30.0 649.04 C-52 - - - TABLE C-2.10 (CONT.)CROSS SECTION ELEVATIONS AT SITE 133.8R. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS --------_._------------------------------ CROSS SECTION 3 32.0 648.86 STATION 1+46 34.0 648.69 (CONT.)36.0 648.46 38.0 648.24 40.0 648.29 42.0 648.34 46.0 648.25 50.0 648.33 54.0 648.13 58.0 647.93 60.0 647.83 62.0 647.91 66.0 648.07 70.0 648.23 74.0 648.35 78.0 648.47 80.0 648.53 82.0 648.53 86.0 648.53 90.0 648.53 92.0 648.57 100.0 648.73 110.0 648.73 120.0 648.93 130.0 648.93 140.0 649.23 150.0 649.23 187.0 649.23 188.0 649.03 192.0 648.33 196.0 647.83 200.0 647.63 204.0 648.23 208.0 648.43 212.0 648.53 216.0 648.53 REFERENCE ELEVATION:ADF&G ALCAP 133.8w RB 1983. C-53 r- I TABLE C-2.11 CROSS SECTION ELEVATIONS AT SITE 137.5R. -LOCATION WITHIN SITE HORIZONTAL DISTANCE CFT) STREAMBED ELEVATION CFT)COMMENTS CROSS SECTION 1 0.0 STATION 0+00 20.0 26.0 32.0 36.0 42.0 58.0 60.0 64.0 74.0 82.0 88.0 96.0 100.0 106.0 111.0 692.00 690.80 690.50 690.90 692.00 692.00 691.70 691.50 690.70 690.00 689.30 689.30 690.00 690.70 692.00 LB MARKER - CROSS SECTION 2 STATION 1+84 CROSS SECTION 3 STATION 4+16 0.0 23.0 24.0 26.0 36.0 40.0 46.0 56.0 60.0 64.0 70.0 80.0 90.0 97.0 0.0 20.0 22.0 28.0 30.0 36.0 38.0 692.00 691.80 691.60 690.90 690.90 690.60 690.60 690.60 690.40 691.00 690.90 691.50 692.00 692.00 691.70 691.20 690.80 691.20 691.20 C-54 LB MARKER LB MARKER ,- ..- - TABLE C-2.11 (CONT.)CROSS SECTION ELEVATIONS AT SITE 137.5R. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 3 42.0 691.30 STATION 4+16 '46.0 691.20 (CONT.)50.0 691.80 54.0 692.00 REFERENCE ELEVATION:R&M ALCAP LRX-48 1982 • C-55 TABLE C-2.12 CROSS SECTION ELEVATIONS AT SITE 138.7L. - - HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 1 0.0 LB MARKER STATION 0+00 11.0 710.61 16.0 709.81 20.0 709.41 21.0 709.31 24.0 709.01 24.3 708.98 26.0 708.81 28.0 708.61 30.0 708.46 32.0 708.31 34.0 707.45 36.0 707.25 38.0 707.05 40.0 706.78 42.0 706.52 44.0 706.25 46.0 706.10 48.0 705.95 49.0 705.81 50.0 705.67 53.0 705.26 54.0 705.12 56.0 704.85 57.0 705.05 60.0 704.67 61.0 704.55 65.0 704.05 68.0 703.82 69.0 703.75 73.0 703.35 CROSS SECTION 2 0.0 LB MARKER STATION 2+83 8.0 710.91 12.0 710.71 16.0 710.41 20.0 710.31 24.0 710.11 28.0 709.81 31.7 709.44 32.0 709.41 C-56 ,.-TABLE C-2.12 (CONT.)CROSS SECTION ELEVATIONS AT SITE 138.7L. .~ .- ,.- - - LOCATION WITHIN SITE CROSS SECTION 2 STATION 2+83 (CONT .) CROSS SECTION 3 STATION 5+09 HORIZONTAL DISTANCE (FT) 34.0 36.0 38.0 39.0 40.0 42.0 44.0 46.0 48.0 50.0 53.0 54.0 57.0 58.0 60.0 61.0 62.0 64.0 65.0 69.0 70.0 73.0 77.0 80.0 81.0 84.0 85.0 89.0 93.0 0.0 9.0 12.0 18.0 20.0 22.0 22.6 24.0 26.0 28.0 30.0 STREAMBED ELEVATION (FT) 709.16 708.91 708.76 708.68 708.61 708.46 708.31 707.21 707.01 706.81 706.31 706.21 706.16 706.01 705.98 705.93 705.91 705.87 705.79 705.76 705.71 705.56 705.31 704.93 704.81 704.81 704.81 704.81 704.21 710.61 710.31 709.71 708.15 707.95 707.89 707.75 707.80 707.85 707.65 C-57 COMMENTS LB MARKER ..- - - TABLE C-2.12 (CONT.)CROSS SECTION ELEVATIONS AT SITE 138.7L . HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ._-----------------------_._-------------- CROSS SECTION 3 32.0 707.45 STATION 5+09 34.0 707.40 (CONT .)36.0 707.35 38.0 707.18 40.0 707.02 42.0 706.85 44.0 706.75 47.0 706.60 48.0 706.55 51.0 706.02 52.0 705.85 55.0 705.65 59.0 705.15 60.0 704.95 63.0 704.35 67.0 704.15 -------------------------------------------------------------- REFERENCE ELEVATION:R&M ALCAP 138.6T1 LB 1982. C-58 TABLE C-2.13 CROSS SECTION ELEVATIONS AT SITE 139.0L. - HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE eFT)eFT)COMMENTS -------_._------------------------------- CROSS SECTION 1 0.0 LB MARKER STATION 0+00 2.0 712.62 4.0 711.52 8.0 711.02 11.0 710.57 12.0 710.42 13.7 710.16 14.0 710.12 16.0 709.82 18.0 709.44 20.0 709.44 22.0 709.22 24.0 709.00 26.0 708.78 27.0 708.67 30.0 708.34 31.0 708.26 32.0 708.18 35.0 707.94 39.0 707.62 40.0 707.54 43.0 707.66 47.0 707.82 50.0 707.94 51.0 707.97 54.0 708.06 55.0 708.09 60.0 708.24 61.0 708.34 63.0 708.54 68.0 709.04 70.0 709.24 74.0 709.12 80.0 708.94 82.0 708.78 90.0 708.14 100.0 707.84 110.0 707.54 120.0 706.54 130.0 707.14 140.0 706.84 150.0 706.54 --------------------------------------------------------------C-59 - TABLE C-2.13 (CONT.)CROSS SECTION ELEVATIONS AT SITE 139.0L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ._------------------_.-------------------- CROSS SECTION 2 0.0 LB MARKER STATION 1+05 4.0 711.62 8.0 710.52 9.0 710.06 10.2 709.82 12.0 709.46 13.0 709.38 14.0 709.29 16.0 709.13 18.0 708.96 19.5 708.93 20.0 708.93 22.0 708.89 22.7 708.88 24.0 708.86 27.6 708.68 29.0 708.61 30.0 708.56 32.0 708.73 34.0 708.89 36.0 709.06 41.6 709.59 42.0 709.66 46.0 709.63 56.9 709.57 58.0 709.56 60.0 709.46 64.0 709.26 68.0 709.06 70.0 708.96 78.0 709.12 80.0 709.16 88.0 709.16 90.0 709.09 94.0 708.96 98.0 708.83 100.0 708.76 106.0 708.56 108.0 708.37 110.0 708.19 118.0 707.45 C-60 - TABLE C-2.13 (CONT.)CROSS SECTION ELEVATIONS AT SITE 139.0L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 2 120.0 707.26 STATION 1+05 130.0 706.84 (CONT.)140.0 706.34 CROSS SECTION 3 0.0 LB MARKER STATION 2+29 1.3 712.62 4.0 711.72 8.0 710.62 10.0 710.06 12.0 709.96 14.1 709.85 16.0 709.76 22.0 709.66 26.0 709.56 30.0 709.46 35.0 710.06 35.6 710.06 54.0 710.06 56.0 709.76 61.7 709.47 63.0 709.41 64.0 709.36 66.0 709.39 68.0 709.43 70.0 709.46 74.0 709.26 78.0 709.06 80.0 708.96. 82.0 708.86 84.0 708.76 86.0 708.46 89.0 708.01 90.0 707.86 92.0 707.76 93.0 707.71 94.0 707.66 97.0 707.51 98.0 707.46 100.0 707.36 101.0 707.28 104.0 707.06 C-61 TABLE C-2.13 (CONT.)CROSS SECTION ELEVATIONS AT SITE 139.0L. HORIZONTAL STREAMBED j.,'PfIII1'LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT) ------------------------------ ~CROSS SECTION 3 105.0 707.29 STATION 2+29 108.0 707.14 (CONT .)111.0 706.99.....121.0 706.29 126.0 706.09 CROSS SECTION 4 0.0 711.72 tATION 3+58 4.0 711.22 8.0 710.52 12.0 710.32 r~13.0"710.30 15.8 710.24 16.0 710.12 r-22.0 710.12 24.6 709.74 28.0 709.64 40.5 710.01 42.0 710.06 44.0 709.81 46.0 709.56......47.0 709.43 48.0 709.31 50.0 709.06 52.0 708.86 54.0 708.66 55.0 708.61 ~56.0 708.56 58.0 708.46 60.0 708.31 62.0 708.16 64.0 708.13 66.0 708.09 68.0 707.76 70.0 707.46 72.0 707.49 74.0 707.29 ~76.0 707.09 80.0 706.69 90.0 706.19 COMMENTS LB MARKER REFERENCE ELEVATION:R&M TBM "INDIAN"LRX-51 1982. C-62 TABLE C-2.13 CROSS SECTION ELEVATIONS AT SITE 139.4L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS -------------_._------_._----------------- i!';lli1RJij,CROSS SECTION 1 0.0 LB MARKER STATION 0+00 8.8 714.99 14.0 714.59 ~18.0 713.99 20.0 713.74 20.2 713.71 22.0 713.49 23.0 713.29 24.0 713.09 26.0 712.69.....27.5 712.70 28.0 712.64 30.0 712.40 r"32.0 712.40 34.0 712.30 36.0 712.00 ,~38.0 711.80 40.0 711.55 42.0 711.30 44.0 711.15 46.0 711.00 48.0 710.75 50.0 710.50 54.0 709.90 58.0 709.70 CROSS SECTION 2 0.0 LB MARKER STATION 1+68 3.5 714.99 8.0 713.89 10.0 713.34,-11.5 712.93 12.0 712.79 14.0 713.24 16.0 712.70 18.0 712.25 20.0 712.20 22.0 712.25 24.0 711.50 26.0 711.20 28.0 711.20 30.0 710.94 --------------------------------------------------------------- --.C-63 -, .... .... ,- - TABLE C-2.14 (CONT.)CROSS SECTION ELEVATIONS AT SITE 139.4L. HORIZONTAL STREAMBED LOCATION DISTANCE ELEVATION WITHIN SITE (FT)(FT)COMMENTS ---------------------------------------- CROSS SECTION 3 0.0 LB MARKER STATION 2+72 2.0 715.19 6.0 714.39 9.0 713.34 9.6 713.13 10.0 712.99 11.0 -712.79 12.0 712.59 14.0 712.19 16.0 712.70 18.0 712.50 20.0 712.25 22.0 711.90 24.0 711.40 26.0 711.20 28.0 711.30 30.0 711.10 32.0 710.90 34.0 710.70 38.0 710.20 REFERENCE ELEVATION:R&M "INDIAN"LRX-51 1982 . C-64 1 )1 1 J 1 I 1 1 )))J J ]1 ) T~~bl~C-'3 ...1.Summary of hydrau],ic data collected at site 101.7L,c~oss section 1. I:;;ATlNG CUHVE:A =._~r,,-:Ei .~~1.67 CF =~S65.0W..............J DATE:SEPT 21 a DATE:AUG 30 b DATE:AUG 2L~b DATE:,DATE: HEACH US '"~:12h!l.1!Illi REACH US '"30W.00 REACH US =300.00 REACH US =REACH US =. DS =31:'h11.fill1l DS '"30111.1110 DS =300.I1h1l DS =DS '" GCD:1141111:'1 GCD:15311h1.1 GCQ:1851:'10 GCO:GCQ; WSEL:367.94 WSFL:368.58 WSEL:369.iii6 WSEL;WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL.V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 -------------~-2 ----------------3 ----------------4 ----------------5 -------- 1!1.0 .00 .0111 .1110 .l!l0 .121111 .0111 1111.0111 5.3111 54.5 .00..00 0.03 .0111 1.1210 .1210 10.00 5.30 56.0 .00 .00 0.23 .1110 1.20 .121111 1111.00 5.3121 58.0 .00 .00 0.33 .0121 1.3121 .00 10.0111 5.30 67.0 .1210 .0111 111.62 .00 21o~2 .1110 1111.00 5.3121 68.0 .00 .00 0.74 .00 2.1121 0.32 10.00 5.30 70.111 .00 .1210 111.97 0.1115 2.16 0.37 10.0121 5.30 74.l~•'Mil .00 1.14 0.1115 2.29 0.46 1l21.00 5.3W 75.111 .1110 .1110 1.22 111.1216 2.32 0.48 10.0111 5.30 n.lil B.25 0.0111 1.37 121.09 2 ..38 10.53 1121.00 5.3111 78.0 1111.31 111.001 1.44 0.1111 2.41 /21.55 1111.0111 5.31.iJ ('"")82.0 121.54 0.00 1.68 121.10 2.65 0.65 10.1210 5.3121I O'l 83.10 l11.613 0.1110 1.74 111.13 2.71 10.68 1111.IOl~5*3111 U1 86.13 10;78 13.1031 1.92 111.20 2.88 0.75 1111.0121 5.3121 88.0 111.910 0.105 2.1114 10.26 3.l1110 l11.80 10.00 5.313 92.121 13.95 0.10 2.27 0.39 3.29 1.08 110.1010 5.3111 94.121 1 1 •25 13.121 2.39 0.45 3.43 1.22 10.01:'1 5;3111 97.0 1.55 111.15 2.67 0.45 3.65 1.43 10.0l11 5.30 98.0 1 1 •62 0.151 2.76 0.45 3.72 1.50 10.100 5.313 lIi12.0 1.913 13.15 3.04 121.610 3.95 1.58 10.0111 5.3111 H17.0 2.210 0.15 3.28 111.85 4.23 1.68 HI.00 5.30 11218.0 1 2 •19 0.19 1 3.33 0.90 4.29 1.70 113.1310 5.30 11lil.0 2.17 0.27 3.33 0.98 4.28 1.76 10.l110 5.3111 112.iii 2.15 0.35 3.32 1.1116 4.28 1.82 10.oiiI 5.3W 117.0 2.20 0.40 3.31 1.26 4.27 1.97 10.01Z1 5.3lZ1 118.0 I 2.17 0.41 I 3.31 1.30 4.27 2.00 11O.0l11 5.30 122_flj 2.05 Ill.45 3.24 1.3111 4.21 1.98 10.00 5.30 126.l~1 2 •03 121.49 1 3.17 1.3111 4.15 1.96 113.01Z1 5.~t!S 128.0 2.'02 10.51 3.17 1.35 4.12 1.95 110.111111 5.30 132.0 2.0111 0.5~3.17 1.45 4.15 1.81 1L~.IZIIlI 5.3«1 134.1i1 f 2.1113 1!{.52 I 3.17 1 •.50 4.16 1.74 1111.00 5.30 138.111 2.1119 121.46 3.23 1.35 4.19 1.60 HI.00 5.30 1 1 J 1 1 j J J i J j I 1 ~j I r<,\ble C--3.1 (copL)Su~nmary Q'f Ilydraulic data collected at site 101.7L,Cr"C6S Section 1. _.__._._.._------_._---.-~-----_.-._..__.._--_._._-----------------------"----_._-------------------------------------------------------------------- -_._-_._---,-----~_._----_._-----_._._._---_.-------_.-------------------,----------_._-----_._-------------------------------------------------------- STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL.V.4 SUB COV .._---_.._--1 ------------------2 --------.--------3 ----------------4 ----------------5 -------- 142.(il 2.15 0.4111 3 ..29 1.20 4.23 1.71Z1 Hl.lllJ1l 5 ..3J2t 148.111 1 2 •18 0.34 1 3.32 1.2 iii 4.28 1.85 10.00 5.30 151~j.QI 2.19 121.32 3.33 1.20 4.31 1.81 10.1210 5.:5111 152.0 2.2l!'1!l.30 3.36 1.21 4.34 1.77 1111.1210 5.3i1.J 15S.lil I -,"'"ro,111.361 3.46 1.25 4.42 1.65 10.121111 5.~50.L.••':".L. 162.III 21r41!i QI.4111 -::--==--==-1.25 4.51 1.85 1111.1211~1 5.31!1....·II~~ 164.111 1 2 •45 0.4111 1 3.59 1 '")C'4.56 1.95 10.0lil 5.30•L'-' 166.111 2.50 iii.40 3.64 1.24 4.6121 2.li15 1I11.0QI 5.30 1.72.111 2.6::-.1 0.4111 3.79 1.20 4.71 1.83 10.0li.1 51l3'!' 17LI.0 /2.64 0.41 1 3.78 1.19 4.74 1.75 1111.0111 5.30 18111.0 2.61 0.44 3.75 1.15 4.71 1.75 10.0lil 5.30 182.t;j 2.60 0.45 3.72 1.15 4.70 1.75 10.0121 5.3111 187.li.l 2.6111 0.53 3.63 1.15 4.46 1.81 10.00 5.3 iiI 188.0 1 2 •47 111 "~I 3.61 1.15 4.41 1.83 1I11.01i.l 5.30.•~...;o 190.0 2.21 0.54 ~:.58 1.19 4.31 1.85 10.100 5.30 192.0 1.95 Ill.55 3.55 1.23 4.36 1.90 1111.00 5.30 196.111 I 2.35 111.631 3.49 1.3lil 4.45 2.0111 10.00 5.30 197.0 2.45 121.65 3.50 1.29 4.45 1.93 10.1210 5.30 (J 21112.0 2.35 111.45 3.57 1.26 4.45 1.55 10.0111 5.30I21114.I~j 1 2 .45 0.451 3.59 1.25 4.52 1.45 10.1210 5.300'1 0'1 21117.0 2.60 111.45 3.57 1.14 4.63 1.3111 10.0111 5.30 21118.0 I 2.56 0.431 3.57 1.10 4.66 1.25 10.00 5.3121 212.0 2.40 01135 3.54 0.95 4.41 1.42 10.0QI 5.30 214.111 I 2.18 0.331 3.4tij 0.94 4.28 1.50 1111.00 5.30 217.111 1.85 0.30 3.18 0.92 4.1111 1.40 1121.00 5.3111 22121.0 I 1.82 0.271 2,96 0.90 3.92 1.311'1 10.IMI 5.3li.1 222.0 1.80 0.25 2.75 121.85 3.73 1.12 10.00 5.30 226 ..0 I 1.24 0.211 2.33 0.75 3.34 0.75 10.00 5.30 227.10 1.10 0.20 2.23 0.73 3.22 0.70 10.12110 5.3121 228.0 I 0.98 0.161 2.12 0.7121 3.09 0.65 10.012l 5.30 232.111 0.50 Ill.00 1.72 0.40 2.60 0.45 10.00 5.30 235.0 .1210 .11111l 1.35 0.18 2.22 0.45 10.0121 5.3.0 236.0 .1110 .1210 1.22 0.1121 2.10 Ill.45 1121.010 5.30 238.0 .00 .1110 iii.86 0.06 1.40 0.10 10.111 III 5.30 239,,3 •fillil .121121 111.62 0.l1l3 1.23 0.06 10.12l0 5.30 241.0 •12l11l •QI0 QI,li.10 .00 1.00 .0121 10.01!1 5.3121 a Cl ear wiilter-. b Aug 20th iilnd 30th,calculated data. I Extrapolated or interpolated value. J 1 J ~.~]1 ~)1 }1 i 1 J J J Table C-3.1 (conL>Summary of hydraulic data collected at site 101.7L,Cross section 2. 5 -----.....-- SUBSTRATE INFO 3.00 2.5121 10.oIII 5.3J!J 10.1210 5.3121 8.0121 5.30 8.12113 5.312' 8.1210 5.31!J 8.00 5.30 ·8.00 5.30 8.00 5.30 8.1210 5.30 8.00 5.30 1121.0121 5.30 1121.00 5.3121 1111.00 5.30 1121.0121 5.30 1W.00 5.30 1111.00 5.3121 11i1.11ll!1 5.30 10.0121 5.30 10.0121 5.30 10.00 5.30 10.0121 5.30 10.00 5.3Qt 10.00 5.30 10.00 5.30 10.oIII 5.3121 11i1.130 5.30 10.121121 5.30 10.00 5 ..3Qj 10.00 5.3l11 1121.00 5 •.30 RA T1 NG CUfWE:A '"-2.28 B '"10.72 CF '"367.ltllil DATE:SEPT 21 a DATE:AUG 30 b DATE:AUG 20 DATE:DATE: nEACH US '"1 72.1l1!!.1 REACH US '"172.00 REACH US =172.00 REACH US '"REACH US '" OS =;H~l'.l.f1IlIl OS '"100.111l!1 OS '"1l!10.0111 OS '"DS = GCQ:114l!10 GCQ:15311ll!l GCQ:185l!10 GeQ:GCQ: WSEL.:371.37 WSEL:372.41 WSEL.:373.211J WSEL:WSEL: STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH -------1 ---------------2 ---------~------3 ----------------4 -----------_...._-- 111.111 I •111l!1 0.01111 I .01l1 0.00 I .0111 iii.f210 19.0 •111{i1 0.1110 .00 0.00 111.64 0.0121 2111.111 .00 0.III 0 i2S.3121 0.00 1.12 111.00 21.13 .00 0.00 I Ill.65 0.1210 I 1.49 Ill.0121 22.0 0.40 0.\!10 1.00 121.0121 1.89 1iI.1210 24.121 I 111.90 111.051 1.50 121.70 0.9121 2.39 0.8lll 26.0 1.4121 0.10 2.10 1.20 0.6121 2.89 1.5121 28.0 1 1 •40 0.26 1 2.30 2.1121 0.60 2.89 2.60 34.0 1.4111 0.74 2.40 2.10 1.80 2.89 2.75 36.0 1.40 0.913 I 2.57 2.17 I 2.89 2.80 4111.0 I 1.36 121.901 2.90 2.30 1.70 2.85 2.90 '"46.0 1.3111 0.90 0.70 2.90 2.00 1.20 2.79 3.25I52.0 I 1.54 0.931 2.40 2.90 2.4121 3.03 3.61210'1 -...J 56.121 1.70 0.95 0.70 J 2.73 2;37 I 3.19 3.60 58.111 11.7111 0.91 I 2.90 2.1121 1.60 3.19 3.512l 64.0 1.7Ql 0.79 2.80 1·91Z1 1.60 3.19 3.50 66.01 1.70 lil.75 0.6121 I 2.73 2.17 ,3.19 3.40 7111.~l I 1.42 111.91 I 2.60 2.713 1.3121 2.91 3.40 76.111 1.01.i1 1.15 2.30 1.80 1./Z10 2.49 3.25 82.121 I 1.00 1.151 2.30 2.5121 1.60 2.49 3.10 86.0 1.00 1.15 I 2.1111 2.171 2.49 3.10 88.0 I Ill.96 .1.12 1 2.1210 2.00 1.6121 2.45 3.1121 94.111 111.84 1.03 1.9121 2.40 2.1110 2.33 3.00 96.0 13.80 1.00 I 1.97 2.3121 I 2.29 2.90 111111l.1l1 I 0.76 0.86 I 2.1121 2.10 1.70 2.25 2.8111 106.0 121.70 121.65 1.90 1.60 1.3121 2.19 2.6121 11~~.0 0.32 0.30 1.5lil 1.70 1.60 1.81 2.30 117.111 .0ltl 0.00 I 0.67 1.7121 I 1.49 2.HI !lB.111 •fillll 0.12111l 0.50 1.70 1.9121 1.49 2.10 125.0 .1110 0.00 .111111 111.1210 1.49 0.88 1.3lil.111 •I1llZi lil.1210 I .0111 0.1111.11 I 1.49 0.00 VEL V.4 SUB COV -...~.....--_._--------------_.........._--------~------------_........._---------.....-_....._--------........._-----------------------------------....._------------------- a Turbid water,cross section below breached head. b Turbid water,backwater,negative flow 20-22'. I Extrapolated or interpolated value. 1 J ]1 J j I I 1 J -1 1 1 1 I ]J la!.JleC--3,1 (conL)Sum!nary of hydraulic data collected at site 101.7L,Cross section 3. RATING DATE: REACH US =: OS = I:;CO: WSEL: CURVE: SEPT 21 a 156.lillil 172.1110 1141110 371.37 A =-·2.28 DATE: REACH US = DS =: GCQ: WSEL: B =: AUG 3111 b 156.1i1!!1 172.00 153J110 372 •.ql 0.72 CF = DATE: REACH US = DS 0" GCO: WSEL: :367.1i10 AUG 20 c 156.111@ 172.0/0 185111111 373.20 DATE: REACH US = OS = GCO: WSEL: DATE: REACH US = DS = BCQ: WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 -------- DEPTH VEL V.4 3 -------- DEPTH VEL V.4 4 -------- DEPTH VEL V.4 --------5 -------- SUB COV n I 0"1 OJ 111.111 51.5 56.0 6111.J11 64.0 66.111 68.111 72.0 74.0 76.0 79.0 80.0 83.0 84.111 87.111 90.0 91.0 94.111 95.0 99.J11 1111J1l.0 103.111 104.0 107.0 110.0 111.121 114.0 115.121 119.l.!1 1219.(~ 123.0 1.24.0 •111111 •lill11 .0lil •f2l111 .1110 .121111 .00 .00 •I1ll1l .00 .111121 1111.05 11f.2121 1121.18 0.10 10.55 0.70 1111.63 l.!1.60 0.BI11 10.78 0.70 10.70 111.70 111.70 0.70 0.70 0.70 111.70 10.73 19.80 10.85 ,111111 .00 ,0121 .00 .1110 ,00 .00 .00 .00 .00 .00 .001 .00 .12101 .1110 0.041 0.1115 0.241 0.30 /0.30 111.351 111.50 0.511 0.55 0.51 0.5121 0.54 121.55 111.00 19./001 0.00 0.01 I .0111 .111111 •lillil .00 .00 iii.50 /O.61!1 111.80 1 lil.81!1 /0.80 I 111.95 1.(10 \ 1.12 1.16 1.28 1.411l 1.43 1.52 1"55 1.67 1.71!1 1.7lil 1.70 1.7/0 1.70 1.70 1.71Z1 1.7111 1.7111 1.70 1.79 1.82 .1210 .00 .00 .00 .00 J1l.00 0.1210 111./00 0.W01 1i1.J1l0 0.0llll 0.12I1i1 0.III 0 I1/1.1210 0.1110 121.121121 0.00 0.00 0.1210 0.1210 0.121121 0.1210 10.00 /0.00 0.00 0.l1l0 0.00 0.00 0.00 111.00 111•03 1 0.04 111.00 0.00 0.0111 /O.J1l0 121.0121 /0.0/0 l.!1./O0 0.00 0.00 111.00 .00 .011l 0.3lil 0.3111 0.60 1 0.66 111.72 0.84 121.90 0.90 111.9/0 0.9121 iii.90 iii.90 / 1.16 1.41 1.5121 1.75 1.78 1.88 1.9111 1.98 2.f1ll.!1 1 2.192 2.l~3 2.l1l4 2.05 2.iiI 7 2.13 2.14 2.19 2.20 .1110 .0/0 0.00 0./i'J/ll 11l.12I0 0.fl/OI0.00 /0.00 121.11l0 0.0121 11l.11l121 0.0/0 0.00 0.00 0.0010./00 /0.00 0.00 0.1210 0.00 0.00 0.0til 0.1110 0.02 10.03 111.04 111.05 0.06 0.10 /0.11 /0.14 0.15 111.00 0.00 0./00 lil.00 0.00 0.05 0.1111 3./00 10.00 10.1210 10.1210 1l!1.11I0 10./0111 1111.121111 l/O.0J1l 1111.00 9.00 9.00 9.121/0 9.00 9.111/0 9./00 9.00 9.1210 9.l1l0 9.00 9.00 9./0/0 3.0/0 3.1210 3.I!IQl 3.00 3./0121 3.00 3.00 3.00 3./00 3;00 3.0121 2.50 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.2lil 5.20 5.20 5.20 5.20 5.20 5.2/0 5.2121 5.20 5.20 5.10 5.10 5.10 5.10 5.1111 5.1111 5.1/0 5.1/0 5.10 5.1111 ------------------------------------------------------------------------------------------------------------------------------- 1 J I j J 1 1 »)]J 1 1 i 1 Teble C-3.1 (cunL)Summary uf hydraulic dat.collected at site 101.7L,Cross section 3. n I O'l l.O STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL.V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ---------.-------3 ----------------4 ----------~-----5 -------- 127.III 1.011J 111.05 I 1.91 1!1.11l7 I 1 2 • 2111 1i.1.15 I 3.00 5.HI 13121.111 11.23 I!I.l:::.t I 2.l1hl1 0.1 iii 0.10 2.20 111.15 3.1110 5.10 1::H.0 1 •3t!~111.15 2.01 111.1111 2.20 0.15 3.00 5.10 1:::::4.111 11.38 111.11 I 2.04 0.1111 2.2tZJ 0.15 111.15 3.1210 5.1111 13~;.Qj 1.40 0.HI 2.195 121.10 2.20 0.14 3.100 5.1111 139.111 1.21!J 121.05 2.1119 0.10 2.18 0.08 3.00 5.10 14111.li.1 11.li13 0.041 2.10 0.10 0.10 2.17 0.1116 3.00 5.10 143.0 Iii.513 0.li10 1 1 • 83 0.07\2.16 0.1112 3.1lI0 5.10 144.111 10.4111 0.l1lflJ I 1.74 iii.06 2.15 0.00 0.00 3.00 1.10 148.0 111.44 111.00 1.38 111.1112 1 1 •93 0.0121 I 3.00 1.10 150.0 111.33 0.00 1.20 1iI.0121 0.0121 1.82 Jll.00 3.12I11.l 1.10 154.121 lil.11 0.00 I 1.12 111.01111 1.6111 121.00 0.00 3.11l0 1.10 16121.0 .111111 0.1210 1.00 121.00 I 1.12 0.00 I 3.00 1.10 164.0 .0111 0.00 I 0.60 111.1110 1 0.80 11I.011l 0.1210 3.0121 1.10 168.0 .00 0.1lI!!1 Ill.2 III 0.00 121.65 0.0((J 121.00 3.00 1.10 171!1.12I .1210 0.00 .0121 0.1210 10.38 0.f2t0 I 3.0liJ 1.1111 172.8 .00 0.00 ,.00 111.01211 .1210 0.0121 121.1210 3.00 1.10 a Mostly clear backwater above c~oss section 3,head b~eached below c~oss section,·causing slight turbidity ~circular current. b Clear wate~. c No fish observed. I Extrapolated or interpolated value. 1 ~1 j J 1 J ]1 1 1 ]J Table C-3.1 (cent.)Summary of hydraulic data collected at site 101.7L,Cross section 4. ----~-------------------------------------------------------------------------------------------------------------------------- d RAT I NG CURVE:A '"-1.95 B '"65.111111 CF =367.1l11l'l DATE:SEPT 21 a DATE:AUG 31~b DATE:AUG 2111 c DATE:DATE: HEACH US =41!1.liJlil REACH US =40.oIII REACH US '"50.11l1l'l REACH US ..,REACH US = os =156.00 OS '"156.00 OS '"156.lZl0 OS =OS = GCQ:114!l10 GGG!:1531210 GCO:185011l GCO:GCO: WSEL:371.86 WSEL:372.89 WSEL.:373.66 WSEL:WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEI_V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 --~-~-----------3 ----------------4 ----------------5 -------- 111.Iii .1110 .00 I .00 .00\I .00 .1110 I 3.1110 2.50 28.7 .lilfll .00 .00 •0111 .00 .0111 3.00 1.141 30.0 •111~'J .1l10 .li10 .00 111.50 111.00 3.0O 1.10 31.2 .0111 .00 •III III .00 1°·58 121.00 I 3.1110 1.1 III 32.0 .11I1~.lilill Ill.30 Ill.1210 121.0111 0.63 0.l1llil 3.00 1.10 34.0 •III 111 .1IJI2I 0.2121 Ill.00 111.1110 111.75 1ll.rlJl1I 3.1210 1.1121 36.0 .0111 •12111l 12I.7lil 0.1110 0.0121 I 0.83 0.1210 I 3.121111 6.20 38.111 .0lZl .00 I 0.6121 0.III 5 I 121.9121 0.00 3.00 6.20 4111.0 •lIllil .00 Ill.5111 0.111!0.fil l.lI t 0.93 0.00 I 3.1210 6.20 42.0 .00 .1210 I 0.57 121.07 I Ii!.95 0.0lil 3.0111 6.20 46.0 .00 •lilill 0.70 0.0121 0.00 I 0.98 0.001 3.lil@ 6.20 n 52.10 .oIII .1!l12I 111.60 0.1110 111.00 1.0121 0.0111 3.0111 6.20 I 58.0 .00 .00 0.70 0.00 0.1110 I 1.1111 121.00 I 3.1110 6.20 --....A 62.0 .00 .1110 I 0.83 121.00 I 1.20 0.00 3.1210 6.21110 64.0 .1110 .00 0.90 O.00 0.00 1 1 •14 Ill.00 I 3.1210 6.20 70.111 .111121 .1210 0.70 0.00 0.1210 0.96 0~1110 3.00 6.20 72.0 .0111 .O0 1°·52 0.00\0.9121 0.01!1 3.lil0 6.20 74.0 .00 .00 -~...0.11112!I 0.73 0.1210 I 3.00 6.200.';"..> 76.0 .00 •00 111.15 0.121121 0.55 0.l!ll1J 3.l1l0 6.2111 77.6 •111111 .00 .00 .00 I 0.38 0.00 I 3.00 6.20 81.2 .lill!!.00 .00 .oIII .0121 Ill.0111 3.00 6.2111 87.4 .0lil .00 .111O .01/1 •111 III 0.0111 3.00 6.20 92.0 .1210 .00 .00 .O0 121.30 0.00 3.121@ 5.20 96.0 .0fil .11I1ll •111121 .00 .I/I@ 0.00 3.0111 5.20 ---------------------------------------------------------~-----------~----------------------------------------------------~---- a Shallow clear pool,upwelling above cross section,not deep enQugh for measurements,not breached. b Clear water c No fish,changed depth from 0.1 to 1.0 at 52'. d Used rating curve from staff gage P1B. I Extrapolated or interpolated value. )1 11 J }I ))}1 ~'1 i 1 I Table C-3.2 Summary of hydraulic data collected at site 11l15.8L p Cross section 1. RATING CURVE:A '"-3.09 B '"0.89 CF ..395.0121 DATE:SEPT 28 DATE:AUG 30 a DATE:AUG 2111 a DATE:DATE: REACH US '"144.00 REACH US '"144.111111 REACH US '"144.0121 REACH US '"REACH US c: DS '"999.121111 .DS '"999.~(l111 DS c:999.1210 DS '"DS '" BCD:732QI GCO:153111121 GCQ:18500 BCO:BCQ: WSEL:397.24 WSEL:399.31 WSEL:4121QI.11l1 WSEL:WSEL:SUBSTRATE INFO STI~DEPTH VEL V.4 DEPTH VEL V.4 DEF'TH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 --------~-~~---2 ---------~------3 ----------------4 ----------------5 -------- 0.10 .1110 •111111 .111121 .00 •111121 .0lil 1121.00 8.20 42.0 .121121 .1110 .00 .1210 1.50 .1111il 1121.121111 8.20 45.0 .0121 .00 111.97 .00 1.67 .01c'.1 1I11.l2IliJ 8.20 47.0 .100 .121121 0.97 .00 1.79 0.2121 10.0111 8.20 48.5 .00 .0111 111.97 0.10 1.87 0.20 10.00 8.20 49.0 .00 .0111 lil.97 0.20 1.90 0.38 10.00 8.20 51.0 .0121 .0121 0.97 0.2111 2.01 1.09 1121.0121 8.20 53.0..0111 .00 121.97 1Zl.30 2.13 1.80 1121.1210 8.20 5510 .00 •111111 1.11.97 1.5121 2.24 2.37 10.00 8.20 56.121 .00 .00 1.51 1.90 2.3121 2.65 12.111111 5.30 57.111 0.20 0.00 1.71 2.30 2.50 2.93 12.0121 5.30 58.0 0.40 0.00 1.91 2.45 2.7121 3.22 12.00 5113W n 59.0 iii.45 0.10 1.96 2.6111 2.75 3.50 12.00 5.30,6l11.lil 0.50 0.2121 2.01 2.85 2.80 4.00·12.0121 5.30""-J I--'61.111 0.60 0.20 2.11 3.10 2.90 4.liJl2l 12.00 5.30 62.0 0.70 0.20 2.21 3.30 3.00 4.0lZl 12.00 5.30 b::".0 111.813 0.20 2.31 3.5111 3.10 4.00 12.0fll 5.30 64.0 121.90 111.20 2.41 3.75 3.20 4.0111 12.00 5.30 65.0 1.1110 0.23 2.51 4.i!1111 3.30 4.00 12.00 5.30 66.0 1.110 0.25 0.25 2.61 4.00 3.40 4.0121 12.1210 5.30 68.111 1.00 0.40 0.40 2.51 4.111121 3.30 4.00 12.00 5.3121 71..11.f11 1.30 0.40 2.81 4.00 3.60 4.tlI0 12.00 5.30 72.0 1.3121 0.9121 111.90 2.81 4.1210 3.60 4.00 12.1110 5.30 74.0 1.60 1.35 3.11 4.0l21 3.90 4.00 12.0121 5.30 76.lil 1.70 1.7121 1.70 3.21 4.fll0 4.1110 4.121121 12.1210 5.30 78.0 1.80 1.9l'21 1.60 3.31 4.0111 4.10 4.00 12.0lil 5.3111 8121.121 2.30 1.90 3.81 4.0121 4.6f2i 4.1110 12.00 5.30 82.111 2.5111 2.80 2.30 4.01 4.00 4.80 4.0121 12.0121 5.30 a Data Calculated from Cross section 1. Extrapolated or interpolated value. i .~1 ~··1 I 1 I "I,)J J l i j Table C-3.2 (~ont.)Summary of hydraulic data collected at site 105.8L,Cross section 2. RATING DATE: REACH US := OS := GCQ: WSEL: CURVE: SEPT 28 88.0111 144.0121 7320 399.90 A=-111.74 DATE: REACH US '" OS '" GCQ: WSEL: B = AUG 3111 70.1i@ 11110.12llZl 1531110 401.43 Ill.37 CF '" DATE: REACH US '" OS '" GCla: WSEL: 395.00 AUG 2121 88.1210 5121121.fZIlil 1851210 41211.91Z1 DATE: REACH US == OS '" GCQ: WSEL: DATE: REACH US '" OS ;; GCQ: WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 -------2 -------- DEPTH VEL V.4 3 ------......- DEPTH VEL V.4 4 -------- DEPTH VEL V.4 5 -------..... SUB COV n I...... N 111.iii 31,.5 33.0 34.0 35.0 37.0 39.0 41.~1 43.111 45.111 47.0 49.121 5111.~1 51.111 52.0 53.0 54.111 56.111 58.111 60.0 62.111 64.0 66.0 68.ill 70.0 •I1lJiJ .00 .0111 .00 .00 .00 .0111 .00 .13111 .1110 .0111 .0111 .0111 10.25 0.5111 10.55 0.60 0.90 0.70 1.20 1.20 1.7121 2.4121 2.5121 2.70 .1110 •111111 .£10 .Wl?) .1210 .00 .11ll!l .1210 .tlI0 .121121 .00 .00 .1210 0.001 0.00 0.15\ 0.30 121.50 0.70 1.20 1.60 1.51l1 1.2121 2.1210 2.90 121.50 1,50 1.20 0.40 1.20 1.60 •11lJ1l .0121 .00 .00 0.20 121.51/1 0.60 0.80 1.50 1.90 2.2lil 2.30 12.35 2.40 12.60 2.80 2.14 2.44 2.24 2.74 2.74 3.24 3.94 4.04 4.24 .0111 .010 .00 .0121 121.00 0.2121 121.1121 0.4121 1.50 2.30 2.6111 3.10 3.30 I 3.50 3.751 4.1210 4.0111 4.00 4.00 4.12113 4.121121 4.1210 4.0121 4.00 4.111'11 111.1 f2l 1il.40 1.40 0.4121 0.6111 2.7121 3.f2l1i1 2.30 .f211/l .l2llll 121.2121 1 0.25 121.3121 }0.4121 10.55 111.70 1 1.20 .1.70 2.20 2.121121 2.1210 2.25 2.50 2.55 2.60 2.9121 2.7121 3.2121 3.2121 3.70 4.40 4.5121 4.70 .1110 .00 111.2121 121.2121 1121.2111 0.20 1.001 1.8121 2.37 12.93 3.50 4.0111 4.0121 4.00 4.00 4.121121 4.013 4.1210 4.00 4.00 4.00 4.1210 4.0111 4.00 4.00 2.7121 3.2121 1.00 12.121121 12.00 12.0121 12.00 12.1210 12.0121 12.00 12.00 12.1210 12.013 12.0f21 12.013 10.00 10.00 10.00 1111.f2111l 10.111121 10.1210 U'J.00 12.1210 12.00 12.1110 12.1210 12.1210 6.31(1 6.30 6.30 6.31ll 6.3121 6.3111 6.3121 6.3121 6.3121 6.30 6.30 6.30 6.3121 6.30 6.30 6.30 6.3121 6.30 6.30 6.30 6.313 6.30 6.3121 6.30 6.30 )}"1 J I J }J J 1 f/i Table C-3.2 (cant.)Summary of hydraulic data collected at site 105.8L,Cross section 3. RATINB CURVE:A =-0.74 B =0.37 CF '"395.111.11 DATE:SEPT 28 a DATE:AUG 3111 DATE:AUG 2111 DATE:DATE: REACH US '"143.00 REACH US =143.00 REACH US '"143.00 REACH lJS '"REACH US '" 05 =BB.lil@ OS '"11116.0111 DS '"88.00 DS '"DS = GCQ:7320 GCa:1531111..;J GCQ:18513.11 GCQ:aCQ: WSEL:399.90 WSEL:41211.43 WSEL:401.9111 WSEL:WSEL:SUBSTRATE INFO STI.DEPTH VEL V.4 DEPTH·VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 --.--------------4 ----------------5 --~----- 111.0 .0lil .lillil I .1110 .001 .00 .1210 13.00 6.3111 17.4 .111111 .0121 .1110 .00 .12l0 .0111 1121.0121 6.30 18.0 .00 .oIII .0121 .00 0.25 0.20 1111.00 6.30 21.111 .0111 .00 .00 .00 10.66 '-".731 10.00 6.313 22.Ql .1210 .00 I 111.10 0.1I11ll1 0.80 0.90 1.(110 1Qf.00 6.30 23 ..0 .130 .oIII 121.2121 0.01Zl 0.01l1 1 111 •9121 1.131 10.0111 6.30 25.0 .1110 .0121 0.5ll1 12I.31Zl 0.3121 1.1111 1.58 10.1110 6.30 26.0 .1110 .00 10.60 0.751 1.20 1.8121 1.5111 10.00 6.30 27.0 .0111 .11J0 0.70 1.20 1.30 1 1 •33 2.10 1 10.00 6.30 29.0 .0111 .00 0.90 1.40 1.50 1.58 2.7111 10.121121 6.30 3111.0 .130 .0121 11 •15 1.751 1.70 3.111121 2.60 10.0121 6.30 n 31.0 .fill1l .12111J 1.40 2.10 1.7111 1 1 •85 3.25 1 111.1.121121 6.3111 I 33.121 .00 .00 1.50 2.50 2.1121 2.15 3.75 10.0@ 6.3121.....34.111 .00 .00 I 1.70 2.751 2.3121 4.0121 3.60 1111.1110 6.313w35.111 .130 •III 0 1.90 3.11I!!1 2.00 12.35 4.151 10.00 6.30 36.0 121.30 0.5111 t 1.95 3.3121'2.40 4.30 3.7121 12.1110 6.30 37.0 10.45 111.601 2.11J0 3.6121 3.40 2.45 4.40 12.00 6.30 38.111 0.6111 0.70 12.25 3.551 2.60 4.40 12.00 6.3!!1 39.0 1°.7 5 @.901 2.50 3.50 2.20 2.75 4.4121 12 •.1110 6.30 4v.1.111 0.90 1.10 1 2 •5 5 3.:51211 2.9111 4.40 12.111121 6.30 41.111 1111 •95 0.41111 2.60 3.50 2.40 2.95 4.40 12.00 6.3111 42.0 1.00 1.7Q1 1.7111 2.54 4.40 3.!!10 4.4111 12.121121 6.30 44.0 1.20 2.6121 1.7ll1 2.74 4.4111 3.2~1 4.40 12.00 6.3121 46.0 1.40 3.20 2.9111 2.94 4.4111 3.4111 4.40 12.1110 6.30 48.0 1.60 3.50 3.20 3.14 4.40 3.60 4.40 12.00 6.30 5111.0 1.80 4.00 2.9121 3.34 4.40 3.80 4.40 12.00 6.3121 52.0 1.60 4.70 4.00 3.14 4.40 3.60 4.40 12.00 6.3f21 54.0 2.00 4.40 2.90 3.54 4.40 4.1110 4.4O 12.00 6.30 a Turbid water. Extrapolated or interpolated value. l %''I;i c !))J 1 v J 1 I J r ) Table C-3.2 (cont.)Summary of hydraulic.data collect.d at site 105.8L.Cross section 4. R?HING DATE: REACH LIS '" DS '" GCD: WSEL: CURVE: SEPT 28 a 5IMl.WIiI 143.1210 7320 399.9111 A ==-0.74 DATE: REACH US =:; DS == SCD:. WSEL: B - AUG 3lil 50.00 143.00 1530121 401.43 111.37 CF =, DATE: REACH US ;=; DS == GCD: WSEL: 395.00 AUG 20 25121.121121 143.00 18:5f21121 4lZJ1.90 DATE: REACH US == OS == GCD: WSEL: DATE: REACH US := OS == BCD: WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 ---.........----- DEPTH VEL V.4 3 -------- DEPTH VEL V.4 4 -------- DEPTH VEL V.4 5 -----................ SUB COV n I "..po 111.III 24.0 25.5 27.l!l 28.0 29.0 31.l2l 32.0 33.0 35tlflf 36.121 37.121 38.0 39.0 4121.J1l 41.121 42.0 43.111 44.121 45.121 46.0 48.0 50.0 52.0 54.0 56.121 58.10 .1110 .00 .00 .00 .121121 .00 .l!l0 .00 .121121 .00 .1210 1121.20 0.40 10.45 0.50 10.45 0.40 I 0.6f11 0.80 10.80 {l1.80 1.3121 1.5111 1.8lil 2.10 2.40 2.60 .11lf2l ./210 .0121 ./210 .0l!l .l!l0 .l!l0 .l!l12l .00 .00 .00 0.001 0.00 /Zl.12I31 0.1215 0./2131 0.00 0.051 0.10 0.351 0.60 0.60 1.20 1.30 1.60 1.90 1.90 .1210 .121121 .0121 121.2121 1111.40 0.60 1.12111.1 I L 10. 1.2121 1.60 ,1.70 1.80 11.85 1.90 I 2.05 2.20 I 2.15 2.10 I 2.311J 2.50 2.34 2.84 3.1214 1.10 3.34 3.64 1.30 3.94 0.90 4.14 .0l(J I .0fZ1 .11:10 0./Zl0 0.15 I 0.30 0.6121 0.801 1.1/1121 1.HI 1.201 1.30 1.70 I 2.10 2.21111 2.30 2.351 2.4121 2.401 2.4121 2.40 2.40 2.4121 2.40 2.40 2.40 2.40 0.00 0.40 0.60 1.10 0.50 1.llZJ 1.60 1.50 2./210 1.70 I .00 •IlII2l h1l.26 0.53 0.70 1 111.88 1.23 1.4121 1 1.50 1.7121 1.80 1 1.95 2.1121 2.25 2.40 1 2.38 2.35 2.33 2.310 12.50 2.70 3.30 3.51i.l 3.80 4.1111 4.4121 4.6121 .0f21 I .1210 121.26 I 11:1.53 0.7r2l 121.8121 1 1.0121 1.10 1.23 11.48 1.60 1.75\1.90 2.12l5 2.20 2.45\2.7121 2.95 3.20 3.11211 3.00 3.0121 3.0121 3.00 3.00 3.00 3.l2IlZJ 0.70 1.20 1.50 2.00 3.20 2.121121 10.00 12.l2Ifll 12.00 12.0111 12.1ZJ0 1121.1ZJ0 1121./Zl0 10.l2IlZJ 1121.121121 10.00 1121.00 10.00 1121.0121 10.1210 1121.121121 1121.0121 1121.00 10.0121 10.00 UI.0/Zl 10.00 10.00 lfll.0121 UI.00 10.00 10.00 lfll.00 6.30 6.30 6.3121 6.30 6.3121 6.3l!l 6.30 6.30 6.3121 6.30 6.3121 6.30 6.30 6.30 6.30 6.30 6.30 6.3l!1 6.3121 6.30 6.30 6.3121 6.3121 6.3121 6.3l!l 6.30 6.30 a Turbid water. Extrapolated or interpolated value. '11 't'1 i'J 1 1 ))l 1 D i 1 i J j Table C-3.3 Summa~Y of hyd~aulic data collected at site 114.1R,C~oss section 1. -.--.-----------------------------------------------------------------1----------------------------------------------------------- RATlNG DATE: REACH US '" OS '" GCQ: WSEL: CURVE: SEPT 26 a 228.121f21 10~1.0el 7680 468.47 A '"-2.14 DATE: REACH US "" OS '" GCQ: WSEL: B ::::: AUG 15 162.1!l0 20.!Z1l11 15112110 47r.!1.54 0.69 CF '" DATE: REACH US "" DS = GCQ: WSEL: 465.r.!10 AUG 23 b 162.00 50.1110 17900 471.23 DATE: REACH US = OS = GCQ: WSEL: DATE: REACH US '" OS '" BCQ: WSEL:SUBSTRATE INFO BTA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 --..------ DEPTH VEL V.4 3 ...-.....------ DEPTH VEL V.4 --------4 -------- DEPTH VEL V.4 5 --------- SUB CDV n I -.....I U1 0.0 11.111 15.0 24.0 25.0 26.0 3!Z1.11I 35.0 36.111 40.(!I 45./21 5111.121 55.'!' 60.0 65.0 70.0 75.0 By).(!I 85.0 9111.0 92.4 94.~"l 95.1!l 96.0 98.0 101.11.0 102.0 104.121 H15.0 11!"l6.0 11118.lil 110.111 .00 .121121 .1210 .0121 ./lllll .010 .00 .00 .00 .00 .00 .00 .00 .00 .00 .0121 .00 .1110 .00 .0111 .0121 0.1111 1121.15 0.2121 0.60 121.8121 0.80 0.80 I 121.85 0.9121 1.10 1.0121 .00 .00 .lillll .fll0 .1210 .0111 .00 .1110 .1210 .0121 .00 .1210 .00 .00 •(110 .00 .0121 .1210 .0121 .121121 .00 .0121 .1211211 0.9121 1.50 1.80 1.95 1.75 1.731 1.7121 1.9(11 . 1.70 .00 .0121 .00 .00 10.10 0.20 0.50 tW.83 111.90 1.3121 1.40 1.50 1.55 1.60 1.5121 1.40 1.45 1.50 I 1.65 1.80 1.85 1.88 1.90 1.92 1.96 2.00 2.08 2.16 2.20 2.24 2.32 2.40 .001.00 .0121 .00 0.10 I 121.20 121.25 0.461 0.50 0.90 1.001 1•111.1 1!l.95 1 li.I.8121 O.901 1.00 0.97 I 121.95 121,801 0.65 0.67 0.69 0.70 111.71 111.73 111.75 0.79 121.83 0.85 0.87 0.91 0.95 1.00 121.90 0.6121 121.70 0.70 .010 .121121 121.40 I 1i.l.67 1O.71il 1 0.77 1.05 1.40 1 1.50 1.9121 .2.4121 I 2.45 2.50 I 2.40 2.30 I 2.3121 2.30 2.30 2.30 2.30 2.30 2.3121 2.30 2.29 2.27 2.25 2.23 2.21 2.20 1 2.24 2.32 2.41i.l .00 I .0111 121.41 121.97 I 1.1213 1.071 1.21 1.38 1.441 1.67 1.96 2.031 2.10 2.151 2.20 2.£141 1.88 1.97 2.1215 2.01 1.98 1.97 1.96 1.96 1.97 1.98 1.99 2.0£1 2.00 2. 101 12.£12 2.03 1.810 1.54 3.l1lfZl 3.111111 3.1210 3.00 3.00 3.0121 3.00 3.0111 3.1210 3.1210 4.00 4.00 3.00 3.00 3.11J0 3.00 6.00 6.00 6.00 6.00 6.111121 6.l2l11l 6.0121 3.0111 3.1i.l0 3.1210 3.1110 3.111121 3.00 3.12119 3.190 3.!(l.o 8.10 4.20 4.20 4.2121 4.20 4.20 4.2121 4.21i.l 4.2121 4.2121 4.20 4.20 4.20 4.20 1.10 1.1121 1.10 1.10 1.10 1.10 1.1111 1•1121 1.10 1.10 1.lal 1.10 L 10 1.1121 1.10 1.1121 1 •1121 1.1121 -------------~---------------------~---------------------~------------------~-----------------------~--------------------~----- t,--I J,'.J r;'},J ))l ')1 i ,1 J T~ble C-3.3 (cant.)Summary of hydraulic dAta collected at site 114.1R,Cross section 1. ________~----.1.---.----------------------------------___________________________________________________________________________ -------_._------------------~==-=~~=.~~.~~------------------------------------------------------------------------------------------ STA DEPTH VEL.V.4 DEPTH VEL V.4 DEF'TH VEL V.4 DEPTH VEL.V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 -------- 112.0 1.00 1.55 1.25 2.42 0.93 1 2 •48 2.04/3.00 1.10 114.0 0.9111 1.bl1l 2.44 0.91 2.56 ~,0""3.1110 1.10....4J 115.111 I 0.85 1.501 2.45 0.9121 2.60 2.05 1.62 3.00 1.10 116.121 10:1.8121 1.40 2.46 0.89 2.64 2.04 3.1210 1.10 118.111 0.7l11 1•1111 2.48 0.87 2.72 2.02 ~3.1110 1.10 12l11.11l Ill.50 1.10 2.5111 0.85 0.90 2.80 2.01 3.00 1.10 122.111 0.4l11 0.9 III 2.64 111.85 2.88 1.99 3.1210 1.1121 124.0 0.41Z1 111.B0 2.78 0.85 2.96 1.97 3.00 1.10 125.111 I 121.35 11I.8BI 2.85 121.85 3.1110 1.96 3.00,1.1l1J 126.0 0.3111 0.95 2.92 0.85 3.04 1.94 3.1110 1.1IZ1 128.0 0.30 0.75 ·3.06 0.85 3.12 1.89 ,3.00 1.10 130.121 0.40 1.f1JI2I 3.20 0.85 0.80 3.2121 1.85 3.00 1.1121 131.0 0.4111 1.0111 3.19 121.87 3.24 1.82 3.00 1.1l1J 132.111 121.4121 0.95 3.18 0.88 3.28 1.8121 3.0l2l 1.10 133.0 121.40 0.85 3.17 0.90 3.32 1.78 3.fil0 1.10 134.0 0.5111 121.85 3.16 0.91 3.36 1.75 3.00 1.10 135.0 0.40 1.00 3.15 0.93 3.40 1.73 3.1l1l1J 1.10 137.B .00 0.1110 3.12 0.97 2.84 1.45 3.00 1.10 n 140.0 0.00 0.00 3.113 1.0111 0.70 2.4 III 1.22 3.1l111l 1.10 I 145.111 -,0.00 0.00 1.90 13.70 0.50 1.40 0.71 3.0111 4.2121...... 0'\148.111 .1110 0.0121 13.50 0.00 0.00 121.80 l1J.41 3.00 4.20 149.0 .00 11l.r21121 .00 0.0111 0.60 0.31 3.00 4.20 152.0 .0111 0.1110 I .00 0.1210 I .00 Ill.0111 3.00 4.20 -----~-------------~~---------------------------------------------------------------------------------------------------------- a Sreec:hed. b No upwelling,no fish observed. I Extrapolated or interpolated value. i 'j t )I.!!j )I }J}l l J J I T~ble C-3.3 (~ont.)Summary of hydraulic data colle~ted at site 114.1R,Cross sQ~tion 2. RATING CURVE:A ..-2 •.14 B ..0.69 CF ..465.lZll/.l DATE:SEPT 26 a DATE:AUG 15 b DATE:AUB 23 ~DATE:DATE: REACH US ..105.~10 REACH US ..189.00 REACH US ..105.00 REACH US =REACH US .. OS '"98.fl10 OS ..162.00 OS ..162.00 OS ..OS .. GCQ:7680 BCQ:151y.10 GCQ:17900 aCQ:aca: WSEL:468.47 WSEL:470.54 WSEL:471.23 WSEL:WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 -------- 0.0 .00 .111121 .@0 .0111 I .f2If1l .00 I 3.1210 8.1111 53.0 .00 .00 .@0 .00 .00 .121121 3.fll0 5.2111 57.0 .00 .00 .00 •fi.l0 11il·63 121 •.38 1 3.1210 5.20 58.121 .111121 .1210 121.20 0.1!l0 0.79 0.48 3.l?Jl?J 5.2121 6//1.0 .1210 .1210 rll.60 Ill.05 1•111:1 0.67 3.1iI0 5.2121 64.0 .1110 .00 1.3l?J 0.30 ,\1.S8 1.28 I 3.0121 5.20 68.121 •oIII .00 ..1.70 0.50 2.fll6 1.89 3.121121 5.20 70.£1 .111111 .1210 .11.75 0.751 2.30 2.20 3.0121 5.2fll 72.111 .1iI0 .1Zl0 1.80 1.00 1 2 •34 2.37 1 3.00 5.20 78.121 •11111l .0121 11.80 1.31211 2.46 2.89 3./210 5.20 n 80.0 Ill.05 .0121 1.8121 1.40 2.5121 3.1216 2.39 3.111121 5.20 I S2.121 10.1215 .1210 1.84 1.42 2.50 3.1121 3.121121 5.2@ -.....!84.121 iii.10 .0121 1.88 1.44 2.5l2l 3.15 3.121111 5.2121-.....! 86.121 0.1111 .1/l0 1.92 1.46 2.50 3.19 3.0121 5.20 88.III Ill.10 :00 1.96 1.48 2.50 3.24 3.0'"5.20 910.0 0.15 .121111 ..2.121121 1.50 2.50 3.28 3.121'"5.20 92.0 lil.10 .1210 2.121121 1.48 2.53 3.22 3.00 5.20 94.121 121.10 ."'0 2.0121 1.46 2.57 3.17 3.121121 1.1121 96.0 11l.20 0.70 2.121121 1.44 2.6121 3.11 6.121111 1.1121 9S.0 0.50 1.20 .2.0111 1.42 2~63 3.06 6.121121 1.10 1I21@.121 121.50 2.111111 2.00 1.410 2.67 3.00 6.00 1.10 102.0 0.50 2.35 2.06 1.32 2.70 2.94 6.0121 1.10 104.121 0.4121 2."'0 2.12 1.24 2.73 2.89 6.1210 1.1121 106.0 @.40 2.2121 2.18 1.~6 2.77 2.83 6.00 1.10 108.0 121.60 1.85 2.24 1.1118 2.8121 2.78 6.1210 1.1121 11121.0 Ill.50 1.55 2.30 1.121121 2.83 2.72 6.121121 1.10 114.111 0.80 1.75 1 2 • 34 121.80\2.90 2.61 6.00 1.10 116.lil 0.8121 2.05 2.36 0.70 2.93 2.55 6.1210 1.1111 118.111 0.80 2.25 2.38 0.60 2.97 2.5@ 6.121121 1.1121 120.0 0.9111 2.40 2.40 0.5121 3.121121 2.44 6.00 1.10 122.121 fll.80 2.25 12 .,3121 0.48 1 1 2 •84 2.38 1 6.1210 1.10 124.0 121.60 2.5121 2.2121 121.46 2.68 2.32 6.1210 1•1/21 t '1 t 'I 1l "i J !JI '\l ~1 t>l .~,;/ Table C-3.3 (cOnt.)SumOlary Q-f hydraulic data collected at site 114.1R,CrosE'>section 2. n !.....co STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 -------- 126.111 111.6111 2.4 III I 2.10 1il.441 12 •52 2.27 1 6.00 1.1121 128.l~121.50 1.75 2.00 111.42 2.36 2.21 6.00 1.10 13111.0 Ill.4111 1.00 1.90 /iI.4111 2.20 2.15 1.88 6.00 1.1121 138.fll .00 0.III 0 I 1.18 0.241 I 1.40 1.81 ,6.0111 1.1121 141,:1.121 .00 0.00 1.0rtl 0.2111 1.20 1.73 1.47 6.l2Ifll 1.1111 15111.111 .1110 0.0121 0.5 Ii!111.2121 0.80 0.80 6.0121 1.10 16121.111 .00 0.00 I 111.58 0.1118\1.20 0.29 3.0111 1.10 163.0 •0111 121.1110 Ill.60 0.1115 10.48 0.12-'3.1210 1.10 165.0 .00 111.111121 I .00 121.12151 •"jill 0.00 3.12121 4.10 a Gage graveled in at bottom. b Fish observed. c No upwelling or fish ob~erved,middle station skipped,current too swift.I Extrapolated or interpolated value. I l -]-~,1 )---I -)r:-.-1 J y) 'F J Table C-3.3 (cant.)Summary of hydraulic data collected at site 114.1R,Cross section 3. RATING DATE: REACH US .. DS .. GCQ: WSEL: CURVE: SEPT 26 a 3121.111121 11215.1110 7680 468.47 A=-2.14 DATE: REACH US == 05 == GCQ: WSEL: B ~ AUG 15 5111.00 21.1!l121 1511210 47121.54 121.69 CF" DATE: REACH US .. DS '" GCQ: WSEL: 465.00 AUG 23 b 11210.12l/il 105.1l10 179Q10 471.23 DATE: REACH US = OS .. GCQ: WSEL: DATE: REACH US = D5 .. GCQ: W5EL:SUBSTRATE INFO STA DEPTH VEL V.4 1 -------- DEPTH VEL V.4 2 --_........._-- DEPTH VEL V.4 3 -....------ DEPTH VEL V.4 4 -------- DEPTH VEL V.4 5 -------- SUB COV n I -...J 1..0 0.0 71.0 72.0 76.0 76.5 80.0 84.0 85./(1 9111.0 91.121 92.1Z1 94.121 96.121 98.121 10111./Z1 102.0 104.0 106.1'21 108.0 11l!1.I2I 112.111 114.0 116.lll 118.0 120.0 122.0 124./Z1 128.0 13111.121 132.0 134.0 136.121 .00 .li10 .00 •01i1 .1210 .1110 .00 .00 .0121 .0121 0.05 0.11'21 0.2111 0.40 0.50 0.60 0.80 0.90 1.00 1.l1Z1 1.00 1'21.80 111.70 111.6121 121.5121 0.40 0.30 0.05 I 0.1115 0.1115 10.05 121.05 .1210 .0121 .00 .1210 .1210 .1210 .0121 .1110 ./Zl0 .1110 .0121 .00 0.50 1.10 1.45 2.00 2.75 2.8121 2.95 2.4121 2.85 2.85 2.15 1.80 1.15 0.0121 121.60 ./i112l •121121 I .0111 .1211211 .12I1l1 .00 .1210 .121111 .01Zl .00 0.75 1.50 I 1.50 1.5121 1.52 1.53 1.57 1.60 1.67 1.73 1.8121 1.80 1.80 1.8121 1.83 1.95 I 1.87 1.90 1.83 1.77 1.70 1.6121 1.50 1.3111 1.17 1.03 0.90 lil.88 .1'2101 .00 .1210 .121111 .1210 0.65 1.0121 1.081 1.50 1. 68 11.87 2.23 2.60 2.53 12.47 2.40 2.27 12.13 2.00 2.07 1 2.13 2.20 2.23 1 2.27 2.30 2.28 1 2.25 2.20 2.0/i'1 1.8111 1.60 1.51 I 0.75 1.10 2.1110 2.80 2.90 1.80 2./iiQl 2.1121 2.50 1.70 I •f2ll/J .1110 0.10 0.4l1J 1121.50 1.20 11.84 2.00 2.1210 1.99 1.99 1.97 1.96 1.94 i.93 1.91 1.90 1.88 1.87 1.85 1.84 1.82 1.81 1.79 1.78 1.76 1.75 1.72 1.70 1 1.6111 1.50 1.41.1J .01211 .1210 .00 .00 .12101 2.2121 3.241 3.50 4.16 4.14 4.11 4.07 4.02 3.97 3.92 3.B8 3.S3 3.78 3.73 3.69 3.64 3.59 3.54 3.50 3.45 3.40 3.35 3.26 3.21 3.22\3.24 3.25 2.05 2.44 3.43 11.Ql0 8.0121 8.0121 6.0121 6.00 6.1210 6.00 6.1210 6.flllll ~.12I1Zl 6.00 6.l/J0 8.0fi.1 8.00 8.121121 8.0121 8.121121 8.0121 8.12l0 8.00 8.00 8.0121 8.0121 8.1210 8.0121 8.0121 8.12I1Z1 8.111121 8.00 8.1210 8.12l121 6.121 III 8.1l/J 4.20 4.2121 4.20 4.212l 4.2121 4.2 III 4.21Zl 4.20 4.2121 4.2121 4.20 4.2121 4.2121 4.2121 4.20 4.2121 4.20 4.20 4.20 5.20 5.20 5.2121 5.20 5.2121 5.2121 5.20 5.20 5.20 5.2121 5.20 5.20 ~---------------------------------------------------------------~----~-----------------------------------------------------~--- 1 )1 l )1 ·1 l l t '))J l D J T~ble C-3.3 (cont.)Summary of hydraulic data collected at site 114.1R,Cross section 3. STA DEPTH VEL V.4 DEPTH VEL V.4·DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 -------- 14·lZl.0 0.10 .1110 1111.83 1.341 1.20 3.28 2.92 6.111121 5.2121 142.121 II1l.ltl8 •0f2l1 121.813 1.25 1.3111 1 1 • 24 3.24 1 6.111111 5.2121 144.0 0.1115 •1110 \111.80 1.34\1.28 3.19 6.121121 5.2121 148.0 111.05 .l2Ifll 0.8121 1.51 1.36 3.1111 6.00 5.20 15121.13 10.1!15 .001 0.8111 1.6121 1.70 1.40 3.1216 6.00 S.20 152.0 121.05 .00 1111.8121 1.651 1.31 3.06 6.0ltl 4.20 156.121 Ill.05 .00 0.8 III 1.75 1.12 3.06 6.01/1 4.2121 158.0 10.05 •WillI 111.80 1.8121 1.81l1 1.03 3.1216 6.1210 4.2121 160.0 1!1.1215 .11.1£1 10.70 1.4l21l 0.93 3./il6 6.121121 4.20 162.111 .00 .0f2l 121.6121 1.121121 1.6121 121.84 3.1216 6.0121 4.20 165.0 .1110 .lllfil 10.30 1I.l.501 0.7111 3.1216 6.00 4.20 168.0 .1210 .l2Ifll .00 0.00 111I.40 1.751 3.12l11l 4.20 172.I~.00 .00 I .00 0.01211 .1210 12I.12111l 3.11l121 4.2 III ~~-~---------------------~------------~---------~------------------------------------------------------------------------------ a Deep hole from 91l1-13121>. b No fish observed,some ground seepage~ ~I Extrapolated or interpolated value. I 00 C) c' 1 .'Ii il'1-1 I )1 -~ ~')J i 'l 'J j Table C-3.4 Summary of hydr~ulic data collected at ~ite 115.I2IR,Cross section 1. RATING CURVE:A ..-1.54 B =121 "''''CF ..47121.121121.;;;1.., DATE:SEPT 26 a DATE:AUG 16 b DATE:DATE:DATE:OCT 1 c REACH US ..75.1110 REACH US =137.1210 REACH US =REACH US ,;.REACH US .. DS '"75.00 DS =5121111.121121 OS ..DS ..DS .. BCQ:768121 GCQ:1450121 BCQ:BCQ:BCO:7740 WSEL:474.46 WSEL:475.61 WSEL:WSEL:WSEL:474.41 SUBSTRATE INFO aTA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 -------- 121.0 .0121 .l2Il21 .1210 .012l 1.0121 8.l2Il21 11.0 .1210 .1110 .00 .1210 1.11If1l 9.121121 29.121 .00 .11l1Z1 .00 .1110 1.1210 1.11.11 52.III .12l111 .00 .1210 .121121 ·1.00 1.1121 60.121 •III 0 .f2l121 .1210 .0121 1.0121 1.1121 7121.4 .00 .00 .130 .1210 1.1210 1.10 74.121 .0111 .llIl2I 111.4111 111.121121 111.121121 9.0121 5.1121 75.III .00 .111111 I 121.50 121.00 I 9.0121 5.1121 78.0 .00 .1110 (iI.b0 121.00 121.1110 9.1210 5.1121 82.0 •oIII .f2ll/J 0.80 0.0l2l 0.0121 9.121121 5.1121 n 86.111 .1210 ./110 111.80 121.00 121.1210 9.III 121 5.1121 I 90.0 •00 .l1lfil 121.813 0.011l 13.0121 9.1lI121 5.1121 CO 10111.0 .llllll .00 1.30 0.00 f21.00 9.1tI1Z1 5.1121I-' 11211.0 .0121 .0121 1.32 12I.1tI0 9.0111 5.1/21 11212.0 0.05 0.00 1.33 0.1210 9.00 5.1£1 1/214.Ii}0.2111 0.00 1.36 121.1210 9.0121 5.1 III 105.0 10.25 111.1110 I 1.38 0.00 9.0f21 5.10 h16.0 0.3111 0.0111 1.39 111.111111 9.0121 5.10 11218.0 0.25 0.00 1.42 0./210 9.i1lf21 5.10 110.121 0.2121 Ill.00 1.45 0.0121 0.00 9.121121 5.1 III 112.0 0.30 111.1110 1.53 121.02 9.1lIl1l 5.1121 114.0 1lI.411l 121.0121 1.61 0.04 9.00 5.10 116.0 121.40 0.f2l121 1.69 0.11l6 9.00 5.10 118.0 0.5111 Ill.I1lIZl 1.77 0.08 9.00 5.10 120.0 0.60 111.00 1.85 0.1111 f21.1110 9.1lI0 5.1121 122.0 121.70 0.00 1.93 0.12 9.0121 5.10 124.0 121.90 111.1110 2.1111 121.14 9.1tI1t1 5.1III 126.0 0.90 0.05 2.1119 Ill.16 9.1210 5.1 III '128.0 1.1110 0.1111 2.17 0.18 9.flll1l 5.1III 130.111 1.00 0.1110 2.25 121.20 9.0121 5.1III 132.0 1.20 0.00 I 2.22 0.26/9.£1121 5.1III 134.0 1.10 LlI.l1l121 2.19 0.32 9.00 5.1121 ----------------------~------------------------------------------------------------------~------------------------------------- I \J ,)1 ')i I 'J f l I 1 T~ble C-3.4 (cant.)Summary of hydraulic data collected at site 115.0R,Cross section 1. -------------~------------------------------------------------------------------------------~---------------------------------- STA DEPTH VEL V.4 DEPTH VEL V.4 DE:PTH VE:L V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 ----~--- 135.111 I 1.1115 0.12If11 1 1 2 • 18 121.35 1 9.1210 5.Hl 1;:;;6.f1l 1.f!10 0.1110 2.16 121.38 9.1210 5.10 138.111 0.9111 0.l110 2.13 121.44 9.III 0 5.1121 14111.f1l 0.90 0.1110 2.10 0.50 9.00 5.10 142.111 f1l.90 0.00 1.91 12l.46 9.1111/1 5.10 144.0 0.90 0.00 1.72 0.42 9.00 5.10 146.f1l 0.9121 f1l.12I11l 1.53 0.38 9.0f11 5.1111 148.0 0.8111 0.0121 1.34 0.34 9.1110 5.1III 15111.121 0.80 0.121111 1.15 f11.3111 9.1210 5.2121 152.0 0.80 0:00 /1.18 0.3121\9.111121 5.20 154.0 0.85 121.1210 '1.21 0.30 '9.121121 5.2121 156.0 0.7121 121.1210 1.24 121.30 9.1210 5.20 160.111 I 0.21 121.121111 I 1.30 121.3111 121.10 9.1110 5.2121 161.7 .0111 0.0121 I 1.25 Ill.321 5.0121 4.20 165.0 .00 121.1110 '1.15 f11.35 5.1210 4.2121 17111.111 •111111 0.0121 1.Itl0 121.4111 5.00 4.20 180.0 .111121 0.111121 1.121121 0.50 5.1210 4~2121 190.0 .I1HlI 0.00 1.1111 121.30 0.20 5.0121 4.2121 n 195.121 .00 0.0/ll I ••25 lil.301 5.00 4.2121 I 21111ll.0 .1210 0.00 '·1.40 121.313 5.1110 4.20<:Xl 21121.0 .121111 121.00 1.05 1/1.10 5.12I/ll 4.2111N 220.0 .1210 0.00 121.8121 0.00 0.0121 5./21111 5.1111 225.0 .12lfll 121.1210 I 0.53 0.01211 9.0121 5.1121 230.0 .121121 0.1110 0.25 121.00 9.00 5.1121 240.111 .00 0.0111 0.2111 121.01/1 9.1/1121 5.10 244.0 .121111 0.0'"0.30 121.00 9.210 5.1121 246.121 .1210 0.1210 121.20 0.0121 9.121121 5.10 247.0 .0111 0.00 .@0 0.00 9.0121 5.10 255.0 .1110 111./210 r •0121 0.00/9.12HlI 5.1121 278.0 •1210 121.1110 ./21121 0.1210 3.1110 4.10 299.121 .00 0.0111 •/210 121.00 3.0121 4.10 a Used true WSEL. b No fish seen,cross section representative of channel from riffle to mouth. c Cross section survey. Extrapolated or interpolated value. 'I l f '}l ),]'J;1 I 'l I I I l I T~ble C-3.4 (~ont.)Summary of hydraulic data ~ollected at site 115.0R.Cross section 2. RATING CURVE:A '"-1.54 B =0.55 CF =47/21 ••1110 DATE:SEP 26 a DATE:AUG 16 b DATE:DATE:DATE:OCT 1 c REACH US =155./2110 REACH US =155.1210 REACH US '"REACH US '"REACH US '" DS '"137.0l2l OS '"137.121 III OS '"OS =OS = GCQ:7680 GCQ:1451210 BCG:GCG:GCG:774121 WSEL:474.46 WSEL:475.61 WSEL:WSEL:WSEL:474.41 SUBSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 -------~--------3 ----------------4 ----------------5 -------- 0.0 .00 .00 I .1210 .0°1 3.00 5.1121 2.0 .0121 .1210 .121121 .1210 3.1210 5.1111 5.5 .00 •/lI0 .1210 .00 9.00 5.10 31.0 •/210 .00 .00 .0121 9.1210 5.10 33.121 .00 .12l12l 0.20 0.0121 0./2lllJ 9./2l1Zl 5.10 35.0 .00 .00 0.20 0.00 0.00 9.00 5.10 37.0 .00 .00 0.30 0.12 /2l.2121 9.00 5.20 41.121 .00 .l!lf2l 0.4121 121.37 0.20 9.1210 5.20 41.5 .00 .0121 I 121.50 0.4121 1 9.1210 5.20 42.0 121.1111 12I.012l 0.6121 0.43 9.00 5.20 45.0 iii.50 0.05 1.20 111.61 0.30 9.12l121 5.2111 n 48.III 0.7121 1'11.10 I 1.35 0.79 I 9.00 5.2/ll I 49.121 0.83 0.10 1.40 0.86 tlI.512l 9.00 5.2000w51.0 1.10 0.1/2l 1 1.63 1'11.981 9.00 5.20 53lfflt 1.63 0.07 1.85 1.1121 9.00 5.213 54.(1 1.90 0.05 1 1.89 1.10 I 9.00 5,,20 57.0 1.90 121.1213 2.00 1.10 /2l.4121 9./110 5.20 60.iiI 1.1/2l /2l.05 I 1.85 1.33 I 9.00 5.2/2l 61.121 1.00 0./2l7 1.80 1.41Zl 9.0121 5.20 63.11:1 0.80 0.10 I 1.65 1.55 I 9.0121 5.20 65.0 0.67 0.07 1.50.1.70 9./ll0 5.20 66.0 0.60 0.1115 ,1.45 1.63 1 9.00 5.20 69.0 0.7121 /2l.fil5 1.3/2l 1.4121 0.90·9.00 5.20 72.0 0.50 0.00 f 1.23 1.25 ,9.0121 5.20 73.0 0.40 0./2l1 1.20 1.2/2l 9.00 5.2121 75.121 0.20 0.03 I 1.15 1.1121 I 9.1210 5.1077.111 0.13 0.01 1.10 1.1110 9.00 5.10 78.0 121.10 .00 I 1.04 0.85 I 9./2l0 5.10 81.0 0.03 .00 0.85 0.40 9.00 5.10 82.5 .00 .1'110 I 0.74 13.33 I 9.010 5.10 83.0 .00 .00 0.70 f1l,30 121.40 9.121121 5.1121 85.III .00 .1110 Ill.60 0.0121 0./2l121 9.00 5.1/21 -------------------------------------------------------------------------~----------------------------------------------------- 1 \)1 ,J )r ')""I l J I )1 1 Tabl~C-3.4 (cont.)Summary of hydraulic data collected at ~1t~115.~R,Cro6~~ection 2. n i co +:0 ---------_._--------------~--------------------------------------------------------------~---------------------------------------- 5TA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 -------- 87.0 I.Iillil >.001 0.40 0.l111il 111.1210 9.00 5.10 88.9 .00 .00 .01/1 0.1/10 9.00 5.10 a Data from Oct 1st. b No fi sh seen. c Cross section surv~y. Extrapolated or interpolated value. 1 \,1 1 1 1 )J }I ))'I J ~~J Table C-3.4 (cont.)Summary of hydraulic data collect~d at site 115.0R,Cross section 3. RATING CURVE:A '"--1.54 B ..0.55 CF '"47121.1110 DATE:SEP 26 a.DATE:AUG 16 b DATE:DATE:DATE:OCT 1 c REACH US '"51Z1.I1IQI REACH US '"160.0@ REACH US =REACH US '"REACH US '" DS =75.121121 DS '"155.121121 OS '"DS '"DS .. GCO:768111 BCO:145111111 GCO:GCG!:BCO:7740 WSEL:474.46 WSEL:474.46 WSEL:WSEL:WSEL:474.41 SUBSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4DEPTH VEL V.4 SUB COV -------1 --------.....-------2 ----'------------3 -~--~-----------4 ----------------5 -------- Ill.0 I .121121 • 12113 1 I .00 •Ql0 f 3.0121 1.1121 8.111 •121121 .12113 .00 ./210 3.1Zl121 1.112l 14./11 .1ZI12I .1ZI0 •I!'0 •IZlI2l 3.0'11 1.1121 16.11l .0121 .l2I11l .00 .0121 3.lZI0 1.10 17.li1I 0.50 121.00 0.50 0.00 121.1210 3.0f21 1.1121 18.121 1.20 12l.00 1.00 0.00 0.00 9.lZI0 1.li1.l 20.11l 2.1210 0.00 12I.llIfZ'2.00 0.1110 121.00 9.1110 1.1121 22.fZI 2.85 0.121121 2.70.0.00 0.121121 9.1210 1.10 24.0 2.9121 121.1110 3.1Q1 0.Ql0 111.1210 9.0121 1.1121 26.121 3.12/fZl 1O.11I1O 121.00 3.90 1ll.f211Zl 0.00 9.0121 1.10 n 28.121 3.20 0.00 3.9121 0.121121 12l.11l111 9.0111 1.10 i 3111.121 3.60 121.1210 4.20 0.00 121.00 9.1210 1.1121ex>32.0 4.20 0.00 I 4.20 l2I.12I1211 9.III 121 1.10U1 42.0 4.00 121.0121 0.00 4.20 0.01l1 0.1210 9.121 III 1.1III 44.0 3.6121 l2I.fZll1J 3.60 f21./ll11l flJ./ll12I 9.1210 1.10 46.111 2.70 1lI.lllllJ 3.05 0.121121 0.1210 9.0111 1•11.11 48.0 2.10 0.1110 l!l.00 I 2.13 l2I.l2Illll 9.00 1.1121 50.0 1.40 Ill.1111/1 1.2121 0.1110 0.1110 9.00 5.20 52.0 0.5121 11l.12111J I 1.108 0.001 9.1210 5.20 54.111 0.20 121.1210 0.95 0.01l1 121 .•00 9.00 5.20 55.III .00 .00 10.85 0.001 9.12l0 5.2121 60.0 I .00 .121°1 ~..35 0.121111 121.0121 9.'11121 5.20 61.8 .00 •121111 0.20 121.l1l0 9.III III 5.20 a Clear water. b Three fish seen,nose velocities 121 ,cross section represents deep pool above junction of channel, used WSEL from time 1 in time 2. c Cross section survey. Extrapolated or interpolated value. i 1 1 J )'1,1 '~i )'1 '~j I I 1 ] Table C-3.4 (cant.)6ummary of hydraulic d~ta collected at ~ite 115.0R,Cross section 4. RATING CURVE:A r;:-1.54 B =.121.55 CF r;:47111.1110 DATE:SEP 26 DATE:AUG 16'a DATE:DATE:DATE:OCT 1 b REACH US =75.IMJ REACH US =200.0111 REACH US =REACH US =REACH US = OS '"3121.12l121 OS '"16lil.0f11 OS ..OS =OS '" GCQ:7680 GCQ:14500 GCQ:GCQ:GCQ:774121 WSEL:474.46 WSEL:474.46 WSEL:WSEL:WSEL:474.41 SUBSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 --------'--,--- 1!1.0 .1210 '·'1 I .00 • 1210 1 3.0121 1.10 11.0 .0121 .00 .00 .00 25.0 .0121 .013 .00 .00 25.2 .1210 .0121 .00 .13111 9.00 1.10 26.0 .013 .00 /0.1213 .00 I 9.1210 1.10 27.0 0.10 0.121121 121.06 .00 9.1210 1.10 29.0 0.20 0.0111 0.13 .00 9.1210 1.us 31.0 0.2121 11l.0f11 0.20 .00 0.00 9.0121 1.1121 33.0 0.50 0.0111 10.35 .00 I 9.00 1.112) 35,,0 10.45 0.1031 121.5111 .0121 0.121l2l 9.00 1.10 37.111 0.40 0.1215 I 121.50 .00 I 9.121121 1.10 39.0 10.45 12I.1ll41 0.50 .0111 1Zl.12I1ll 9.01ll 1.10 n 41.0 0.50 0.1212 10.45 .001 9.12I1ll 1.10I0.12111 1.1121OJ43.111 10.40 liI.41ll .00 0.00 9.l1llZl 0"1 45.11I 111.30 0.00 't 0.3111 ~11I01 9.111111 1.1111 47.0 10.35 11.1.1111111 121.20 .1110 121.00 9.00 1.10 49.121 0.412l 0.1ll0 'I 0.35 .100 I 9.00 1.10 51.0,10.45 0.l1Jl!l1 11l.51ll .f1Illl lll.f1I0 9.1210 1.lIZl 53.0 0.50 0.00 1 1iI.53 .00 I 9.oIII 1.1121 55.III I 0.50 0.001 '121.55 .@f1I 0.00 9.00 1.10 57.0 0.50 11.1.00 1121;63 .121111 I 9.00 1.IIll 59.0 10.55 1lI.lllel 0.71ll .1210 0.00 9./ll1ll 1.10 61.121 Ill.6121 0.1llf1l I Ill.80 .00 I 9.01ll 1.10 63.0 1 0 •7 5 Ill.01211 0.90 .00 0.00 9.00 1.10 65.111 0.9 III 1ll.0l1J t 0.95 .1211211 9.00 1.10 67.0 1 1.1110 0.011 1.00 .00 0.00 9.111121 1.1121 69.111 1.1111 0.1112 I 1.1111 •III 0 I 9.oIII 1.1 III 71.121 I 1.15 0.011 1.20 .0121 0.00 9.00 1.1 III 73.111 1.20 1ll.0111 0.1ll0 I 1.18 •Illflll 9.1ll0 1.1121 75.l~I 1.25 0.0101 1.15 .00 0.00 9.111121 1.10 77.111 1.30 0.f1If1l 1 1.10 .001 .9.1210 1.1121 79.0 I,1.25 0./lll1J1 1.1215 •J1lJ1l 0.00 9./ll0 1.10 ----------------------------------------------~------------------~--~-~-------------------------------------------------------- 1 }-,1 j J )1 )l l ]1 i J 1 Table C-3.4 <cant.>Summary of hydraulic data collected at site 115.0R,Cross section 4. n Ico........ fiTA DEPTH 'VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 sue COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 ~------- 81.121 1.20 0.11l111 0.00 1 1 'I'J4 .00\9.0121 1.ll!1 83.0 1.10 121.0121 1.03 •r21@ 9.0l!1 1.1/11 85.0 1.10 0.1110 1.1111 .00 9.1210 5.20 87.QI 1.10 0.00 121.121121 1.00 .1210 111.1i.l12l 9.00 5,,2~ 89.10 1.10 0:I211Z1 1121.85 .00 I 9.0111 5.20 91.111 1.10 0.00 0.7L'l .0121 0.0/11-9.0121 3.211J 93.v.1 0.90 1IJ.1110 ,0.65 .00 I 9.1210 5.213 95.0 111.70 1Zl.12l0 iii.60 .00 0.0111 9.0111 5.20 97.121 111.50 0.00 10.35 •IilIZl I 9.01!1 5.21Zl 99.121 0.50 11l.1Zl0 /11.10 .0121 0.0/Zl 9.00 5.20 11211.0 0.10 0.00 IliJ.05 .00 I 9.00 5.20 102.121 .00 0.fll/1l .00 .00 9.0121 5.20 103.0 .0121 lZl.liJfll .1210 .00 9.00 5.20 117.121 .1110 0.1Zl0 .00 .00 9.00 5.20 126.0 .1210 /11.00 .01Zl .00 9.1210 5.20 133.10 .1il0 121.0121 .0121 .00 12.01ll 6.30 a No fish seen,change~WSEL to same as time 1,all nose velocities 0. b Cross section survey.. I Extrapolated or interpolated value. It)1 l 1 'j 1 )I l i ).'oc,.J 1 1,J i TallIe C-3.5 Summary of hy~raulic d~ta collected ~t site 118.9L,C~05S 6ection 1. RATING DATE: REACH US = DS = GCQ: WSEL: CURVE: SEPT 26 68.1110 5(21.00 768111 51217.68 A =-2.37 DATE: REACH US = OS = GCQ: WSEL: B ::: SEPT 22 68.1110 11110.00 1031,0 508.31 0.72 CF "" DATE: REACH US ::: OS "" 6CQ:. WSEL: 51115.121121 AUG 15 a 68.00 20121.00 1511110 509.35 DATE: REACH US "" DS ::: GCQ: WSEL: AU6 23 68.00 ft 1790111 51119.92 DATE: REACH US == OS = BeQ: WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 -------- DEPTH VEL V.4 3 -------- DEPTH VEL V.4 4 -------- DEPTH VEL V.4 . 5 -------- SUB COV n I CO CO 1!1.0 7.~l 8.0 9.0 10.0 12.111 12.5 14.0 16.0 17.0 18.0 19.0 2121.0 21.0 22.@ 23.0 24.0 25.111 26.0 27.0 28.121 .ftl0 .00 .00 .00 .0121 .00 •121 III .1lIfc:1 .00 0.50 121.80 1.1210 1.11l12l 1.6111 1.6121 1.70 1.7(11 2.00 2.1110 2.00 2.40 .121121 .00 .111121 .00 .0121 .0121 .00 ./ll0 .00 121.30 1.1121 1.30 1.90 1.10 1.90 2.10 2.40 2.30 2.~;121 2.60 1.70 0.10 1.1110 0.70 1.10 •jil0 .00 .01ll .00 •121111 .121111 .12I1ll 121.45 12I.8lil 0.95 1.10 1.50 1.90 1.95 2.13 III 2.25 2.50 2.65 2.8111 1 2.58 .2.98 .0/11 .011l .11l0 .121121 .00 .00 .121121 0.20 1.50 1.9121 2.3/11 2.4121 2.50 2.85 3.2121 2.98 2.75 2.88 3.1110 3.1210 13.1210 1.90 1.80 1.30 1.65 I .0121 .00 .0111 .00 0.40 1.1121 1.2121 1.50 2.130 2.35 2.70 3.00 3.30 3.15 3.15 3.25 3.25 3.55 3.55 3.55 3.95 •00 I.1210 .00 .0121 111.40 1.4121 1.50 1.80 2.113 2.60 3.10 3.30 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 121.70 0.6'" 0.60 0.30 0.60 . 0.1210 I .121111 .1110 0.5111 /21.75 1.111111 1.50 1.6111 1.9111 2.30 2.57 2.87 3.07 3.1217· 3.67 3.67 3.77 3.77 4.07 4.07 4.1217 4.47 .001 .00 "'.84 1.27 1.7121 2.55 2.67 3.03 3.50 3.5121 3.50 3.50 3.5l1l 3.5111 3.5121 3.5121 3.5l1l 3.50 3.p0 3.5121 3.5121 2.15 2.39 10.130 10.0121 10.0121 1121.00 .1121.012l 1121.00 1121.1210 1121.1210 1121.00 10.13121 10.00 1121.121121 1121.00 10.00 1121.121 III 10.00 1121.0l2l UI.I2I111 10.00 10.1110 10.00 5.2121 5.20 5.20 5.20 5.2121 5.20 5.20 5.20 5.2121 5.2121 5.20 5.20 :5.2121 5.20 5.20 5.2111 5.20 5.2121 5.2111 5.2r.1l 5.20 ----------~-~---------------------------~---------------------------------------------------------~---------------------------- a No fish or upwelling,negative nose velocity at 2111'. Extrapolated or interpolated value. 1 ~1 J 1 1 'J -1 )1 J 1 I l I 1 1 1 Table C-3.~(cont.)Bumm~ry of hydraulic dat~collected at ~ite 118.9L_CrosS ~ectlon 2. RATING DATE: REACH US "" DS = GCQ: WSEL: CURVE: SEPT 26 59.1110 68.00 768111 507.68 A'"-2.37 DATE: REACH US = DS "" GCQ: WSEL: B SEPT 22 ft ft 112130111 508.31 111.72 CF '" DATE: REACH US = DS = GCa: WSEL: 505.121111 AUG 15 a 71.00 6B.12l0 1510121 51219.35 DATE: REACH US "" DS = GCQ: WSEL: AUG 23 59.111//1 68.0111 1790111 509.92 DATE: REACH US "" DS = GCQ: WSEL:SUBSTRATE INFO BTA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 -------2 -------- --------3 -----------------4 ----------------5 -------- SUB COV (I I 00 \.0 0.0 8.111 HI.iii 12.0 14.0 15.0 16.0 17.5 18.13 2121.111 22.0 24.0 26.0 28.0 30.111 32.0 34.0 36.0 38.0 4111.111 42.0 44.111 46.0 48.0 50.0 54.111 56.0 58.0 62.0 64.(11 7111.0 78.0 .0111 .00 •111111 .1210 .00 .00 .1110 .00 0.10 111.40 0.70 @.80 1.1110 0.90 l2I.90 0.6111 0.65 0.60 0.60 LiI.61(1 111.55 111.611l 0.8111 0.50 0.40 0.50 10.55 0.6111 0.80 10.85 1.111,11 LiI.80 .00 .1110 .1110 .111111 .0111 .013 •0121 .0121 11l.11l0 1.20 1.40 1.6111 1.6121 1.51(1 1.00 1.1110 1.00 111.6111 121.40 0.80 121.30 0.1110 111.05 1.00 1.10 2.50 2.251 2.0111 1.90 i .901 1.90 2.4111 .121111 •0111 .1210 .11l121 .1210 •111 III 0.20 1121.54 121.65 1.20 1 1.50 1.40 1.5121 1.60 11.45 1.3121 11.30 1.3111 I 1.15 1.1lI~ 11.10 1.2111 1 1.15 1.10 1 1.1111 1.1111 1.1~ 1 1.19 1.36 1.45 1 1.58 .1.38 .0//1 .0121 .00 .0121 .1210 .111121 121.00 0.681 0.90 1.45 1.901 1.95 2.08 2.20 2.1215 1 1.90 2.181 2.45 2.131 1.8121 1.601 1.40 2~101 2.80 2.85 12.95 3.0ltl 3.111121 13.0111 3.0121 3.1210 13.1110 1.35 1.95 2.10 1.80 2.35 1.80 1.3111 2.60 3.1III 2.50 I .00 .00 .121121 0.6111 0.90 11.1215 1.2121 1 1.73 1.90 2.3111 2.50 2.5121 ·2.p0 12.6111 2.6121 12.45 2.30 . 12.3111 2.30 12.2121 2.1111 I 2.1121 2.UI 12.13111 1.9121 2.1215 2.10 2.15 2.35 2.4121 2.55 2.35 .001.00 .00 Ill.30 1.5121 1.601 1.71l1 2.001 2.10 2.30 2.90 3.1111 2.90 2.801 2.71i!l 2.601 ·2.50 2.75 I 3.1110 2~851 2.70 2.951 3.20 3.10 I 3.1i!l0 3.11I1lI 3.00 3.III 111 3.1110 3.0~ 3.~rll 3.111~ 111.3111 111.30 1.0111 121.50 1.~0 1.30 0.9121 0.81l1 I .1ll0 .01l1 1°·50 1.121111 1 1•41l1 1.6121 1.8111 1 2.18 2.30 2.80 2.77 2.87 3.1117 2.97 2.97 2.67 2.72 2.67 2.67 2.67 2.62 2.67 2.87 2.57 2.47 2.57· 2.62 2.67 2.87 2.92 3.1117 2.87 .001 .1110 111.811 1.62 2.18 12.46 2.74 2.94 13.1111 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 1.62 1.92 1.92 10.00 10.00 1111.~111 10.0f2\ 1~.11I11I 10.1110 10.~111 10.1210 1~.00 10.00 10.00 10.00 10.0121 10.00 1111.00 10.f21f1l 1111.00 1111.01l1 10.11l11l 1111.00 1111.1210 10.00 10.0121 10.00 lli!l.00 11l1.0111 10.1110 113.1110 1l11.00 10.00 1111.121121 10.0111 6.30 6.3121 6.3121 6.3111 6.3121 6.30 6.30 6.3111 6.30 6.3 III 6.3121 6.30 6.3111 6.3121 6.3121 6.30 6.30 6.30 6.30 6.3111 6.3111 6.3111 6.30 6.31l1 6.30 6.30 6.3121 6.3111 6.3121 6.30 6.30 6.30 -----------------------------~---------------------------------------------------------------------------------~--------------- I 1 1 I ]}1 -l i J I I 1 1 I 1 l 1 Table C-3.5 (cant.)Summary of hydraulic data collected at site 1)8.9L,Cro~~section 2. n I \.0o STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4"------------.----5 -------- 86.0 1.2lil 121.80 0.30 11.78 3./lilill /2.75 3.00\r·27 3.28\10.1110 6.30 94.121 1.311)1.10 1.88 3.012'2.85 3.llIfl1 3.37 3.28 1111.00 6.30 102.0 1.70 1.4111 l2l.60 2.28 3.121111 3.25 3.00 3.77 3.28 1111.0121 6.30 a No fish or upwelling.I Extrapolated or interpolated value. 1 1 1 }J f l 1 I 1 I I -.)I 1 » T~ble C-3.5 (cont.)Summary of hydraulic data collected at ~ite 118.9L,CroGs section 3. RATING DATE: REACH US = OS = GCQ: WSEL: CURVE: SEPT 26 6111.0111 59.0111 7660 5l117.68 A =-2.37 B DATE:SEPT 22 REACH US = OS = GCQ:1111312110 WSEL:51118.31 0.72 CF = DATE: "EACH US =: DS =: GCQ: WSEL: 505.00 AUG 1~a 5111.00 47.1210 1511ll11l 509.35 DATE: REACH US '" DS '" GCO: WSEL: AUG 23 b 1100.10121 59.0121 179121121 509.92 DATE: REACH US '" DB '" GCO: WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 -------- DEPTH VEL V.4 3 -------- DEPTH VEL V.4 4 -------- DEPTH VEL V.4 5 -------- SUB COV n I l.C I-' 0.111 12.0 16.0 18.121 22.0 24.121 26.0 30.121 34.1!1 36.0 38.0 42.121 44.111 48.0 5121.121 52.0 54.111 56.111 6l11.@ 64.121 68.0 70.0 76.0 8121.0 84.0 88.0 90.121 92.0 96.0 100.0 1fi14.@ 108.13 .00 •1210 .00 .0121 .00 •l/.Illl .00 .00 .00 .00 .1110 .00 .00 .1210 .00 .11I11l .0121 .00 .00 .00 .1210 .00 .0121 .00 .00 111.10 10.30 0.50 0.40 0.40 111.90 1.1111 .0121 .00 .lZIl/.I .0l/.1 .00 .00 •III 0 •f2llil .00 .00 .1il0 .00 .11l1O .00 .lill2l .00 .1il0 .0121 •1Z10 .00 .010 .100 .00 •III 121 .0121 0.00 0.10 1 0.20 0.3111 1.HI 1.50 1.40 .0121 .0121 .00 .00 .00 .12110 .00 .00 .10121 .0121 .00 .00 .00 0.15 10.18 0.210 10.15 0.10 0.30 0.30 0.30 10.30 O.30 1°.40 Ill.50 1 0.60 0.65 0.712l 1 111 •75 Ill.80 11.15 1.50 .00 .00 .0111 .00 .00 .1210 .00 .1110 .00 .00 .00 .00 .11110 (/1.010 111.301 121.60 0.30 I "'.00 1.00 0.45 121.10 0.281 121.80 10.551 12l.310 0.78 t 1.01 1.25 1.73\ 2.210 2.151 2.10 1.95 .00 .00 .011l 0.50 flI.30 0.3111 0.3121 121.30 121.40 0.65 t:i.l.9tZl 1.00 1.03 1.1118 1.1111 1.08 1.1216 1.104 1.00 1.04 1.1118 1.10 1.34 1.50 1.70 1.9111 2.00 2.110 2.30 2.li18 2.58 2.78 .00."'0 .00 0.00 flI.00 0.00 111.1110 0.1210 0.3111 tll.45 11I.612l 121.810 0.88 1.03 1.10 L 18 1.26 1.34 1.50 1.54 1.58 1.60 1.96 2.20 2.64 3.08 3.30 3.47 3.80 3.80 3.812l 3.8111 0.60 0.3121 121.40 121.4121 1.7121 1.50 121.80 2.4121 2.00 .lill2l .0111 0.41i'J fI'.6tll 0.67 111.70 1i'J.60 .Ill.41/1 Ill.47 121.5111 0.63 0.90 1.li'J3 1.3121 1.23 1.17 1.10 1.20 1.40 1.44 1.48 1.5111 1.50 1.50 1.58 1.66 1.710 2.75 2.65 2.65 3.15 3.35 .00 .00 0.12 121.18 flI.18 121.18 0.12 tll.00 flI.21 0.32 121.42 /1.1.63 /1.1.66 0.72 ·121.93 1.14 1.35 1.55 1.96 2.34 2.73 2.92 3.27 .3.5121 3.53 3.56 3.57 3.80 3.8121 3.8111 3.B0 3.810 0.65 1.35 1.7.0 2.39 3.13 3.t:i.l0 3.1210 3.100 3.00 3.00 3.l!l12l 3.00 3.121121 3.011.l 3.100 1121.00 1111~11I0 1111.1i'J11I 1111.1i'J11l 10.00 10.1210 It:i.l.11l0 10.00 10.0l21 10.0121 . lfZl.00 1121.00 110.121111 10.100 10.1110 10.12I11l 10.1210 10.00 UI.00 10.121111 10.III 0 10.1210 8.5111 5.10 1.1121 1.10 1.10 1.10 1.1121 1.10 1.lIZl 1.10 1.10 1.10 1.10 5.20 5.20 5.20 5.20 5.20 5.20 5.20 5.20 5.2121 5.20 5.20 5.2l21 5.20 5.210 5.20 5.20 5.20 5.20 5.2121 1 i }I 1 j »1 J 1 "]I 1 1 -j 1 Table C-3.5 (cant.)Summary of hydraulic data tollected at site 118.9L,Cross section 3. n I \.0 N STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL.V.4 .SUB COV -------1 ---------------2 ----------------3 ----------,------4 ----------------~-------- 112.iii 1.llil 2.121121 1.2121 11.45 2.12151 12 •78 3.8111 1 3 •35 3.8111 1111.00 5.21/1 1l.6.1~1.10 2.7121 1.411J 2.00 1.90 2.78 3.81.11 3.35 3.80 HI.!1lQI 5.20 12111.111 1.20 2.50 11.51.11 2.101 2.88 3.80 3.45 3.80 11.11.00 5.20 124.0 1.8LiI 3.311.1 1.80 1.60 2.213 1.70 3.48 3.810:1 4.105 3.8121 .111.1.00 5.210 128.0 1.81i1 2.B11.1 12 •43 2.BI1.II 3.48 3.80 4.1115 3.8121-10.00 5.212' 132.0 1.9121 2.812l 1.60 2.53 2.80 3.58 3.80 4.15 3.813 10.00 5.212S a Upwelling above cross section,no fish observed. b Fish at 90 ft.I Extrapolated or interpolated value. ,)I 1 i J I 1 1 1 I J J 1 I 1 Tabl!.?C-3.6 Summary of hydraulic data collected at site 119.1L,Cross section 1. RATING CURVE:A '"-1.3121 B '"10.50 CF ""505.0111 DATE:SEPT 26 DATE:SEPT 22 DATE:AUG 15 DATE:DATE: REACH us ""67.00 REACH US ""67.01.11 REACH US '"67.l2l0 REACH US ""REACH US "" OS '"25.j(l0 OS '"'150.00 OS '"ft OS '"OS '" SCQ:7680 Gea:1031Zl0 eCQ:15100 eeQ;l3 ...n~~_. WSEL:509.39 WSEL:510.1219 WSEL:511.16 WSEL:WSEL:SUBSTRATE INFO STA DEPTH VEL.V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ---------------~5 -~------ 1.11.0 .00 ..0\I •III 121 .1210\I .010 .1301 8.1210 8.50 14.111 .1110 .12l11l .100 .010 .00 .111l2l 8.12110 7.3121 16.0 .0121 .11lf2l .10121 .fZlf21 12l.4111 0.'21111 0.10 8.121121 7.30 18.5 .12I121 -.0l'il .0121 .1210 10.65 0.441 ,....8.00 4.20 20.121 .121121 .1210 0.5111 ..1Zl.12l5 0.80 0.7121 0.5121 8./110 4.2121 21.0 ./ll0 .1IJ0 1f'iI.63 /11.1051 1°·98 0.88\8.0fJ 4.2121 22.111 1Zl.15 12I.f'il0 f'iI.75 f'iI.105 f'iI.f'il3 1.15 1.1215 8.f'il1IJ 4.20 24.0 Ill.50 121.10 1.1111 0.15 f'iI.15 1.50 1.410 1.f'il0"8.0'"4.2121 26.0 0.75 0.1111 1.35 0.25 tZl.63 1 1 .95 1~551 9.f'il12I 4.2f2l 28.0 0.90 0.15 1.5f'i1 0.611J "'.45 2.410 1.7f'i1 0.7121 9.12If'i1 4.2121 30.0 1.110 0.25 I 1.7(i.1 f'iI~731 12.75 1.951 9.0121 4.2121 n 32 ..0 1.25 0.20 1.9f'i1 ·10.85 121.60 3.10 2.2fZl 1lI.6f'i1 12.,,1121 4.2OI34.0 1.3121 0.40 f'iI.30 12 •00 121.901 3.07 2.2121 12.rll@ 4.2121l.Dw 36.121 1.45 0.40 2.1121 'f'iI.95 12I.6f'i1 3.17 2.2f'i1 12.0f'i1 4.2121 38.f'iI 1.60 f'iI.'60 12.15 1.21211 3.22 2.20 12.f'ilf2J 4.20 40.121 1.65 121.8121 10.55 ·2.20 1.45 1.0121 3.27 2.20 12."'0 4.2121 42.0 1.8121 Ill.60 ,2.40 1.501 3.47 2.2f'i1 12.0121 4.2121 44.10 1.910 0.80 2.60 1.55 1.1f2l 3.67 2.20 12.fZl0 4.2121 46.0 2.20 1.05 lZl.4f'i1 12.7121 1.61211 3.77 2.2f'i1 12.010 4.2121 48.0 2.20 1.4111 2.80·1.65 1.65 3.87 2.2'"12.f'ill2l 4.20 50.121 2.4121 1.30 0.75 13.10 1.651 4.17 2.210 12.rll@ 4.20 ---------------------~----------~--~----------------------------------------------~-----------~-----------~----~--------------- 1 1 1 J J J 1 I J 1 J j j ) T~ble C-3.6 (cant.)Summary of hydraulic data collected at site 119.1L,Cross section 2. RATING CURVE:A =-1.3111 B '"12I.5l21 CF :::505.1Z111l DATE:SEPT 26 DATE:SEPT 22 DATE:AUG 15 a DATE:DATE: REACH US :::38.1210 REACH US =38.121121 REACH US :::38.111111 REACH US '"REACH US = OS =67.00 DS :::67.l2l0 OS :::31210.00 OS :::OS :;: BCQ:768111 GCQ:103111121 GCQ:151fl\0 GCQ:GCO: WSEL:51119.39 WSEL:510.09 WSEL:511.~6 WSEL:WSEL:SUElSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ~---------------3 ----------------4 ----------------5 -------- 0.121 .00 .00 .1210 .1210 I .00 .1210 1 8.00 6.2121 14.0 .1210 .00 .1lJ0 .0121 .fll0 0.lZ10 8.00 5.20 16.121 .00 .flJl2l •Ii!121 .1210 0.4l2l 12I.1lJ1lJ 0.0121 5.121121 5.2121 18.121 .00 ./21121 .0121 .00 0.8121 0.01l1 0.0121 5.flJl!I 4.20 21.4 .1Zl1!I .00 •121111 ~00 I 1.82 0.34 I 5.flJ0 4.20 22.121 .lZllZl .00 ·10.10 0.12 I 2.00 0.'40 0.30 5.flJ0 4.20 24.121 .0121 .12l0 0.45 Ill.50 \2.20 0.7 °1 5.0121 4.211l 25.0 .011l .00 112l·63 12l.61Zl1 2.3121 0.85 5.1Zl1Zl 4.20 26.0 0.211l 0.30 r2l.80 0.711l 2.40 1.00 0.60"11il.12I0 4.2121 27.0 0.50 121.512'J 1.05 121.781 ·1 2.48 1.13 1 111'.00 4.20 CI 28.0 0.70 0.45 1.30 0.85 121.85····2.55 1.25 10.00 4.20 I 30.0 1.00 0.50 1.60 1.00 2.7121 1.50 0.30 10.00 4.20 \0 32.0 1.55 0.40 1.75 0.15 0.15 1 2.90 1.65 I 1111.00 4.20.j:>o 34.0 1.75 ·0.80 0.6111 ..J 2.10 .1.231 3.10 1.8@ 0.60 1l2l.00 4.213 36.0 1.90 13.85 2.45 1.35 1.3121 3.52 1.80 1111.0121 4.20 38.0 2.3111 0.95 J 2.98 1.38 t 4.05 1.80 10.00 4.21il 40.@ 2.30 0.95 0.80 3.5111 1.40 1.25 4.57 1.8121 UI.00 4.20 42.0 2.70 0.911l 13.55 1.43 I 4.62 1.80 UI.00 4.20 44.0 3.00 1.05 3.613 1.45 1.35 4.67 1.80 10.00 4.20 46.121 3.7@ 1.30 0 •.70;'14.4l2l 1.4:51 5.47 1.8'"10.00 4.20 a Upwelling just above cross section at 32',below large boulder.' Extrapolated or interpolated value. 1 1 I I 1 1 1 1 J 1 1 1 )1 )J Table C-3.6 (cant.)Summary of hydraulic data collected at site 119.1L,Cross section 3. RATING CURVE:A =-1.3111 B =111.50 CF '"505.00 DATE:SEPT 26 DATE:SEPT 22 DATE:AUG 15 a DATE:DATE: REACH US =71.oiii REACH US =26.,,1111 REACH US =51.lillll REACH US '"REACH US = OS '"38.0111 OS =38.1110 OS '"38.111111 OS =OS = GCQ:7680 GCQ:1031110 GCQ:15100 GCQ:GCQ: WSEL:509.39 WSEL:51lil.11l9 WSEL:511.16 WSEL:WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 -------------~~2 ----~-~---------3 ----------------4 ----------------5 -------- iii.III .00 •IiII2l .00 .00 .1110 .0121 12.00 6.10 31.1/1 .0t2l .0121 .0121 .00 .1110 .00 6.00 4.20 32.0 .00 .0121 .0121 .012l 0.20 0.0121 6.0121 4.20 36.0 .00 .1210 .l2lllJ .012l llJ.7121 llJ.00 0.00 6.0121 4.2llJ 4111.III ".f2lf2l .1210 .0121 .0121 1.30 111.00 lZl.0llJ 6.0121 4.20 43.5 .00 .00 .0121 .0121 1.74 0.7f!J 6.00 4.20 44.1il .00 .1iI12l 1111 •10 0.0f2l 1 1.8 iii 0.8111 12l.4121 6.1210 4.20 44.5 .00 •12111l 12l.2121 0.0121 1.912l Cll.85 6.00 4.20 46.0 0.3121 121.05 12l.50 121.00 2.2121 1.1iI111 6.0121 4.2121 48.@ 111.60 111.20 0.80 0.45 2.60 1.2111 0.70 6.1i1l21 4.20 50.0 121.80 0.50 1.20 0.85 2.95 1.6121 6.llJ0 4.2121 52.III 0.95 Ill.7~1.55 .1.45 3.3@ 2.00 1.00 6.0121 4.20 n 54.0 1.2lZ1 1./2I@ 11.78 1.481 2.93 2.0121 6.00 4.20 I 56.121 1.4@ 1.05 2.0121 1.511l 3.13 2.00 6.121121 4.2121l.O (71 58.0 1.65 1.10 0.90 2.28 1.63 3.38 2.01.11 6.00 4.2121 61il.fll 1.8ill 1.30 2.55 1.75 3.53 2.12l12l 6~012l 4.212l 62.0 1.611.l 1.3121 12.88 1.631 3.33 2."@ 6.Clllil 4.20 64.0 2.40 1.45 121.8121 3.20 1.512l 4.13 2.1210 6.00 4.20 66.0"2.40 1.30 3.30 1.75 4.13 2.1210 6.III 0 4.20 68.111 2.912l 1.7121 3.413 2.00 4.63 2.00 6~00 4.211.1 70.iii 3.1il1il 1.6121 0.55 13.68 2.011ll 4.73 2.@@ 6.00 4.20 a Lots of upwelling at the edge. I Extrapolated or interpolated value. 1 j 1 1 1 i l 1 l 1 ~ i j ')J ~ Table C-3.7 Summary of hydraulic d~ta collected ~t site 125.2R,Cross section 1. HATING CURVE:A :=-111.97 B =0.41 CF :=552.00 DATE:SEPT 26 til DATE:AUG 31 b DATE:AUG 22 c DATE:DATE:SEPT 29 d REACH US =200.00 REACH US :=200.00 REACH US =100.00 REACH US =REACH US := OS ::::150.00 OS ::::4illi1l.00 OS ::::2121121.00 OS :=OS = SCQ:7680 SCQ:1360111 SCQ:19100 GCQ:SCQ:741121 WSEL:556.20 WSEL:557.31 WSEL:558.111l WSEL:WSEL:556.14 SUBSTRATE INFO STA DEPTH VEL 1,'.4 DEPTH VEL 1,'.4 DEPTH VEL 1,'.4 DEPTH VEL 1,'.4 DEPTH VEL 1,'.4 SUB CDI,' -------1 ---------------2 --------~----~--3 ----------------4 ----------------5 -------- 111.121 0.1110 121.121111 1°.121121 0.121121 1 I .l2I0 l2I.fil0 I 3.12l121 1.1121 9.0 0.00 121.00 121.111121 0.00 .(lI0 121.00 3.0/21 1.1121 12.3 0.00 0.0121 0.00 0.00 0.61 0.08 3.lil0 1.10 13.fil 0.00 0.00 0.30·121.00 121.74 ·121.10 3.121121 1.11!1 16.0 0.00 0.00 1.05 0.00 i.30 0.18 0.18 3.00 1.10 17.1ll 0.1210 0.11l0 1.3111 ·111.00 1.53 0.18 3.0121 1.1111 21!1.11I 0.30 0.12l0 1.60 0.08 2.212l Ill.18 0.26 3.12l0 1.1121 21.0 111.38 11I.012l 1.711l 0.10 0.00 2.28 0.16 3.0111 7.10 25.0 1(1.70 Ill.00 2.15 fil.12I1Z1 0.00 2.60 0.1119 3.121111 7.1121 29.0 1.02 0.00 2.20 0.1115 0.00 2.92 11l.02 3.0fil 7.10 n 30.0 1.11!1 111.00 2.30 fil.04 3~12l/Zl fil.0fil 12I.1ZI0 3.1ZI1Z1 1.1fil !33.121 1.49 1ZI.12l0 2.6121 ·121.filfil 0.@0 3.39 1ZI.13 3.0111 1.1111 \.0 43.121 2.29 fil.£I0 3.4121 :11I.12l1Z1 12I.@1I)4.19 Ill.57 3.1110 1.10m 85.121 2.00 .fil.lillZl 3.11 ·1.88 3.90 2.41 8.12l121 5.20 89.121 1.80 0.05 2~91 2.06 3.70·2.58 8.fill2l 5.2121 93.0 1.50 0.1211 2.61 2.24 3.40 2.76 8.01Z1 5.2fil 97.0 1.4121 121.3121 2.51 2.42 3.30 2.93 8.1110 5.2121 11111.111 1.11lf21 121.50 2.11 2.6/11 2.90 3.11 8.1110 5.20 105.@ 121.70 12I.5fil 1.81 2.78 2.6121 3.28 8.121121 5.2fil 11219.0 0.70 1.00 1.81 2.96 2.bl1l 3.46 8.121121 5.2fil 11 ill.f2I 1121.70 1.001 1.81 3.00 2.6111 3.5121 8.00 5.20 113.111 0.7121 1.l2Ifil 1.81 3.05 2.6121 3.58 8.00 5.2121 117.111 0.80 1.30 1.91 3.12 2.791 3.68 8.01Z1 5.2121 121.0 1.1111 1.90 2.21 3.19 3.00 3.78 1fil.fill!l 6.20 125.111 1.20 1.81Z1 2.31 3.26 3.10 .3.88 1121.121121 6.2111 129.0 1.5121 fil.91Z1 2.61 3.33 3.4fil 3.98 1111.0111 6.2fil 133.0 1.60 2.20 2.71 3.4fil 3.:50 ·4.08 10.00 6.20 137.0 1.50 2.4fil 2.61 3.47 3.4121 4.18 1121.0fil 6.2121 141.121 1.4121 2.:5121 1.511l 2.51 3.54 3.3fil 4.28 11l1.00 6.2121 145.ill 1.60 1.90 2.71 3.61 3.50 4.38 1fil.12I111 6.20 149.121 1.40 2.20 2.51 3.b8 3.30 4.48 1fil.0121 6~20 15111.0 11.4121 2.18 I 2.51 3.7111 3.30 4.50 1 }»}J 1 1 1 1 ..~J I )j 1 Table C-3.7 (cant.)Summilry of hydraulic data collected CIt !Site 125.2R,CrOli&tiiection 1. STA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 .....------- DEPTH VEL V.4 3 -------- DEPTH VEL V.4 4 -------- DEPTH VEL V.4 --------5 -------- SUB CDV n I 1.0 -....I 153.0 157.liS 161.0 165.111 169.v.1 173.111 177.121 180.0 185.0 186.0 189.0 193.0 197.0 21211.0 209.121 210.0 213.0 214.0 217.0 221.0 222.121 225.0 229.0 232.0 235.0 237.0 241.0 242.0 245.0 246.0 25111.0 252.0 254.0 255.121 258.121 262.121 265.0 266.0 269.111 270.lil 273.0 1.4ftl 1,6121 1.7111 1.8121 1.9121 1.70 1.90 11.9121 1,90 1,90 2.1121 1.90 1.90 1.90 1.80 1.80 1.5121 11.45 1,30 1.10 11.06 0.95 0.80 10.75 121.7111 V.I.6121 0.50 10.40 0.1121 .00 .00 .121121 .00 .01i.l .0121 .1210 .00 .00 .1210 .00 .00 2.10 2.10 2.5111 2 ..3lii 2.2121 2.60 2.30 2.34 I 2.40 2.10 2.30 2.40 2.10 2.20 2.00 1.90 1.30 1.33 I 1.40 1.30 1.20 I 0.90 1.10 0.901 111.70 0.60 0.20 111.15 I 0.00 111./110 Ill.illIZI Ill.illIZI /11.00 0.1110 0.1210 0.0121 0.00 @.00 0.1210 121./11121 11l.111111 1.4121 0.30 iii.90 1.50 1.2f21 111.90 1 2.51 2.71 2.81 2.91 3.III 1 2.81 3.1111 3.01 3.1211 3.1211 3.21 3.1211 3.01 3.01 2.91 2.91 2.61 2.56 1 2.41 2.21 2.60 2.45 2.25 2.10· 1.98 1.90 1.74 1.70 1.40 1.3111 121.90 0.70 0.66 1ZI.64 /Zl.58 0.50 0.35 0.3'" 0.15 0.1121 /11.03 3.73j 3.77 3.81 3.85 3.89 3.93 3.97 4.11Il!l 3.93 3.91 3.87 3.81 3.75 3.69 3.57 3.56 3.51 3.50 3.23 12.89 2.80 2.10 2.76 2.7/11 2.65 2.30 2.68 2.70 2.74 2.75 ·2.8121 2.38 2.25 1.75 1.50 1.40 1.35 1.20 1.(110 0.78 12I.71!1 0.18 0./lIl!l /11.00 3.30 3.50 3.60 3.7/11 3.80 3.60 3.80 3.80 3.8111 3.80 4.00 3.81Z1 3.80 3.8121 3.7l21 3.7/Zl 3.40 3.35 3.20 3·1lI0 2.96 2.85 2.70 2.65 2.60 2.511.1 2.40 2.311.1 2.1210 1.90 1~90 1.9121 1.90 1.70 1.61 1.49 1.4111 1.33 1.10 1.1213 0.80 4.51 4.52 4.54 4.55 4.56 4.58 4.59 4.60 4.26 .4.26 4.24 4.22 4.2121 4.18 4.14 4.13 .4.12 4.10 4.01 3.90 3.87 3.78 3.67 3.58 3.:5121 3.44 3.32 3.29 .3.21 3.18 3.1216 3.1211 2.9:5 2.92 2.78 2.58 2.44 2.3111 1.88 1.73 1.29 2.55 2.20 1.51 1.62 1Jll.I2I121 11ll.1lll/.l 11l1.l/.l0 11!l.0l/.l l/l1.I2If21 1111.00 1111.111121 1121.111121 10.00 11/1.1110 10.111121 10.0111 10.00 10.121121 10.l2Il1I 10.00 10.0Ql 10.0121 1121.0111 10.1210 10.l2I0 1111.00 10~l1.Il!I 10.00 10.00 10.17J0 10.0121 1121.00 1121.00 10.17J0 1121.l2I0 1111.0111 10.00 10.11.10 1111.121121 10.00 1121.00 1111.0121 1121.1210 10.0111 10.00 6.20 6.20 6.20 6.20 6.20 6.20 6.20 6.·2121 6~20 6.20 6.20 6.211l 6.20 6.20 6.20 6.20 6.2121 6.20 6.20 6.2121 6.20 6.2111 6.2121 6.2111 6.20 6.20 6.20 6.2121 6.20 6.20 6.20 6.2121 6.20 6.20 6.2Ql 6.2121 6.2121 6.20 6.20 6.2121 6.2121 --~---------------------------------------~~~-~-------------------------------------------------------------------------------- <J I 1 1 J J J ])J j J I 1 Table C-3.7 (cant.)Sum.ary of hydraulic data collected at site 125.2R,Cross section 1. n D 1.0 OJ STA DEF'TH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 ----------------5 -------- 274.111 I .0i!1 111.00[0.1210 0.00 I1J.70 1.09 10.12112J 6.211i 277.0 .0111 0.1110 1121 •00 0.1211111 111.40 0.49 1/11.00 6.20 278.0 .0121 0.00 111.00 .0.00 0.38 0.37 10.00 6.20 281.111 •12@ 0.00 0.00 0.00 0.30 111.1210 1121.1210 6.20 282.0 .00 0.1210 0.1210 121.00 f21.23 121.00 10.121121 6.20 285.121 .00 0.f210 111.00 0.00 0.00 0.13121 1121.00 6.2111 311i1.0 .00 0.0121 0.0121 121.1210 1°.111121 11l.1Il0\8.00 5.20 325.121 .00 0.00 0.111121 10.1210 0./ll/Zl 0.00 8.0121 5.2121 335.0 .00 0.00 0.0111 0.1210 0.1Il121 1Il.11lf2l 8.00 5.20 ---------------------~---------------------------------------------------------------------------------------------------~-----".. a LWE is deep pool with no velocity. b Channel divides about 10121'upstream. c No.fish or upwelling seen. d Cross section survey.I Extrapolated or interpolated value. 1 J I 1 )1 j ]1 ]J 1 Table C-3.7 (cont.>Summary of hydraulic dat.a collected at.site 125.2R.CrosE>Eiection 2. RATING DATE: REACH US .. OS = GCQ: WSEI-: CURVE: SEPT 26 21MI.1/10 20.1110 7680 557.77 A =-0.56 DATE: REACH US :;; OS :;; GCQ: WSEL: B :;; AUG 31 a 179.0111 11110.00 1360.11 559.00 0.34 CF '"' DATE: REACH US :;; OS = GCO: WSEL: 552.f2111l AUG 22 b 311lftl.11I12l 150.1210 191ftll1l 559.8b DATE: REACH US "" OS = GCQ: WSEL: DATE: REACH US == DS :;; GCO: WSEL: SEPT 29 c 7410 557.70 SUBSTRATE INFO DEPTH VEL V.4 -------1 --------2 -------- VEL V.4 2.24 COV 5.20 5.20 5.20 5.2111 5.212l 5.20 5.20 5.20 5.2'" 5.20 5.20 5.20 5.20 5.212l 5.212l 5.20 5.20 5.2121 5.20 5.20 5.20 5.20 5.2111 5.20 5.20 5.20 5.20 5.20 5.20 5.20 5.20 5.20 SUB 6.1210 10.00 10.0111 1121.00 lf2l.121121 H!l.12l0 1/11.f2l12l 10.0121 10.00 1121.0121 10.1210 10.00 10.12l121 10.00 10.00 l/l1.00 10.111121 10.1210 10.1110 112l.00 10.12l11l lf21.00 10.013 10.0f2l 10.0121 10.00 1121.0111 10.0121 10.00 UI.00 llil.011l 10.00 DEPTH VEL V.4 --------5 -------- VEL V.4 4 -------- DEPTH 2.86 2.50 VEL V.4 3 -------- 0.013' 111.130 ".0121 0.:5b 1.32 1.771 2.1fl1 2.44 2~511112.75 3.11l0 3.06 3.19 1·3.37 3.5121 3.51 3.52 3.56 3.57 ."3;b1 3.bS 3.68 3.69 3.73 3.78 3.79 3.82 3.86 3.89 3.90 3.99 4.12l0 I .00 •0f21 121.50 0.50 0.70 1 0.90 1.05 1.2121 1 1 .•231.35 1.47 1.50.j •.1.65 1.85 2.00 2.1219 2.19 2.29 2.59 2.29 2.54 2.58 2.59 2.49 2.49 2.49 2.34 2.34 2.4b 2.49 2.69 2.71 DEPTH 1.90 2.75 2.95 2.10 2.50 2.20 •liM .00 •121 III .12l0 .00 .00 0.121121 0.1214 121.05 1.00 0.85 1.10 1.85 1.9'" 2.02 2. 06 12.10 2.26 2.30 2.51 12.79 3.00 3.01 13.03 3.05 3.1215 2.89 12.67 2.5111 2.52 12.68 2.7lll DEPTH .00 .00 .00 .013 .012l .00 0.05 0.20 0.25 12l.35 0.5111 0.5111 0.5 III 1.f2l0 1.15 1 1.20 1.25 1.45 1.5111 .1 1 •50 1.50 1.50 / 1.50 1.50 1.50 1.5 III 1 1.47 .1.43 1.40 1 1.42 1.58 1.60 .130 .12l121 .130 .12113 .121121 .0111 ./lI0 .00 .00 .0111 .00 .fll0 .1210 .00 •0121 0.00 @.0121 0.50 0.501 12l.50 0.7121 @.811 0.85 1.H!l 0.70 0.801 @.512l 0.40 liI.25( l!I.20 (11.6121 0.611 .l110 .13111 •iiI III .13fZ1 .0121 .013 .00 .00 .00 .0@ •III 111 .00 .1210 .CIJ0 .1110 .1210 1/1.10 0.20 10.20 0.2121 0.45 10.49 0.50 111.40 12I.412l 10.413 0.25 0.25 1 0 •36 0.4121 0.610 .0.61 STA 0.0 68.0 11111.0 130.0 140.@ 144.@ 147.0 150.121 151.@ 155.121 159.0 160.0 163.0 167.0 17111.0 171.0 172.0 176.12l 177.0 180.0 184.121 187.0 188.11l 192.0 196.0 197.0 21110.£I 204.l11 207.0 208.0 216.0 217.121 n I ~ ~ ---~~--~~-~-----~---------~~----------------~---------------------------~~--------------------------------------------~-~---------- 1 •I 1 ]1 1 J 1 J ]B 1 1 T~ble C-3.7 (cant.)Summ~ry of hydraulic data collected at site 125.2R,Cross section 2. STA DEPTH VEL V.4 1 -------- DEPTH VEL V.4 2 -------- DEPTH VEl.V.4 3 -------- DEPTH VEL V.4 4 -------- DEPTH VEL V.4 5 ----...--- SUB COV n I I--' aa 224.1.11 227 ..0 232 ..k1 237.121 241.11.0 248.0 256.0 257.0 258.l2l 274./lJ 277.0 284.1/1 294.0 3,,1111.0 304.0 314.0 324./tl 330.l2l 334.0 344.111 354.0 364.0 374.0 384.121 394.0 41.112.1Z1 404.121 41.118.5 410.5 412.5 414.121 414.5 416.0 416.5 418.5 419.5 421.3 423.5 425115 427.5 428.5 lEI.71.11 1?l.63 0.51.11 11?I.50 ,?I.50 1?I.30 0.1111 IliJ.15 0.2111 1?I.30 1l2l.39 0.60 0.6121 10.84 1.1!10 1.1210 1.20 1 1.20 1.20 1.7111 1.90 2.10 1.7Ci.1 1.00 1.70 I 1.46 1.4121 1 0.91 0.69 0.47 ;0.3111 1111.23 .0121 .1110 .0121 .00 .00 .00 .00 .1210 .00 0.70 0.74 0.80 W.551 0.40 r21.4iZ1 0.I1Jfll 0.601 1.2 iii 12I.511J /21.501 11l.5liJ 1.20 1.381 1.50 1.3121 2.00 1.521 1.20 2.3121 1.9121 1.90 1.60 2.40 2.20 2.681 2.810 2.35 12.15 1.95 1.80 1.351 0.1210 0.121121 0.00 flI.00 111.00 0.00 0.00 0.1210 0.00 1iJ.9111 121.3111 0.613 2.4121 1 1 •67 1.7fl1 I 1.65 1.60 1 1.51 1.27 1.03 1.01/1 1 1.1213 1.51 1.6121 1.70 1.83 1.91 1.97 2.11 2.24 2.33 2.38 2.52 2.65 2.79 2.93 3.1Zl6 3.20 3.31 3.34 3.41Zl 2.80 2.4121 12.25 2.20 1 1.90 1.80 1.30 1 111.84 .00 .01ll .00 .00 .00 2.491 2.40 2.381 2.35 2. 36 12.38 2.41Zl 2.40 2.41 12.57 2.61Zl 2.64 2.70 2.73 2.75 2.81 2.87 2.90 2.94 3.04 3.13 3.23 3.33 3.43 3.52 3.6121 3.38 2.9121 2.5121 2.1215 2.12151 2.1215 1.981 1.95 1.2111 0.771 .0111 .121121 .111121 .1210 .121121 2.40 2.01Zl 2.4121 2.40 2.22 2.35 2.111121 1.80 1.75 1.2/21 12 •79 2.72 2.59 2.59 2 ..SQ 2.39 2.19 2.24 2.29 2.39 2.48 2.69 2.69 2.93 3.09 3.09 3.29 3.29 3.29 3.79 3.99 4.19 3.79 3.09 3.79 3.55 3.49 3.00 2.78 2.56 2.39 2.32 2.1219 3.1213 2.53 3.10 2.9111 2.10 1.30 121.2111 .1210 4.1112\ 4.1112 4.1114 4.1215 4.06 4.07 4.1219 4.10 4.10 4.14 4.14 4.16 4.19 4.20 4.23 4.31 4.39 4.44 4.47 4.55 4.62 4.7111 4.78 4.86 4.94 5.12JI2J 4.62 3.76 3.37 2.99 2.7111 2.61 2.32 2.22 1.84 1.65 1.1111 0.76 0.65 o.I2JIli .111111 1.65· 0.97 121.75 111.76 1111.fZll1l 1111.1110 11.11.1110 10.00 10.00 1121.1110 1121.111111 1121.00 lr3.01il UI.12I0 1121.1210 1121.1210 1121.121/21 1111.0111 1I'1l .111111 10.111111 10.111111 1121.1110 10.00 3.1110 3.1210 3.00 3.1210 3.00 3.00 3./11111 3.00 3.'00 3.00 3.1210 3.f2lliJ 3.00 3.00 3.0111 3.1110 3.0121 3.1210 3.0121 3.0121 3.111121 3.0111 5.20 5.2121 5.20 5.2111 5.20 5.20 5.2111 5.20 5.2121 5.2111 5.20 5.2121 5.2121 5.2121 5.20 5.2111 5.20 5.2121 5.20 4.2121 4.20 4.20 4.2121 4.2111 4.2121 4.2121 4.2121 4.20 4.2121 4.20 4.20 4.2121 4.20 4.2121 4.20 4.2111 9.10 9.10 9.1111 9.10 9.10 I 1 1 J I 1 1 j I J 1 1 --]1 1 1 Table C-3.7 (cont.)Summary of hydraulic data collected at site 125.2R,Cross section 2. n I 1-7o I--' STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ----------------3 ----------------4 -------------~--5 -----~-- 4:55.121 /.00 0.1210/I .121121 .00j .0111 .0121 3.1110 9.30 437.5 .•(illll 0.1110 ••0111 .00 .00 .1210 3.00 8.3121 a Chum seen. b No upwelling,fish on left bank. c Cross section survey. Extrapolated or interpolated value. .:1 1 !t J J }~j J l J I J ,~i ~ Table C-3.8 Summary of hydraulic data collected at site 130.2R,Cross section 1. DEPTH VEL V.4 -------2 -------- DEPTH VEL V.4 -------1 ----------------5 ---~---- DEPTH VEL V.4 --------4 -------- COVSUB SUBSTRATE INFO V.4 SEPT 27 e 7470 605.70 VEL DATE: REACH US = OS = aCQ: WSEL: DEPTH AUG 21 d 114.00 75.1210 1991210 607.19 DATE: REACH US '" OS '" GCQ: WSEL: VEL V.4 3 ---.....-----. 6111121.1110 AUG 14 c 114.00 75.1210 1611210 606.48 DEPTH 111.49 CF = DATE: REACH US = OS '" aCQ: WSEL: B '" AUG 16 b 114.121121 1012l.121121 14513121 606.15 A '"-1.25 DATE: REACH US '" OS = GCQ: WSEL: CURVE: SEPT 26 a 114.0121 75.0121 768121 61215.70 RATING DATE: REACH US = DS = GCQ: WSEL: STA n i......a N 121.0 20.0 24.0 25.0 26.0 28.0 30.0 34.121 36.121 38.0 40.0 42.0 46.0 50.0 54.0 58.0 60.0 62.0 66.0 7121.0 74.0 78.0 80.lil 82.0 86.121 90.0 94.0 98.121 1111121.0 1108.121 110.121 118.121 .00 .00 .00 .00 .f2112l .0121 •121121 . .12If21 .1210 0.10 1 0 •10 0.10 121.1121 0.40 111.50 0.50 10.45 121.40 0.40 0.30 0.10 121.lf2l 1121.1215 .f2lllJ .00 .0121 .0121 .0121 .111121 .0121 .0121 .0121 .1lI0 .121111 .00 .0fi:1 .0fil .0111 •1lI0 .00 .1210 121.121121 lil.11I01 0.00 0.121121 "f4~121121 121.10 0.121121 12I.01l11 121.0121 0.0121 121.00 121.1210 0.00 121.01211 0.00 0.00 12l.l2IfI 121.00 121.00 0.0121 121.00 12l.0121 121.1210 .00 .0121 .121121 .00 .0121 I flI.10 121.20 0.50 1 0.50 121.50 1 0.7121 121.9121 121.90 1.30 1.5121 1.6121 1.50 1.4121 1.50 1.121121 121.8121 121.60 0.55 0.50 0.3121 0.30 121.10 1iJ.12I3 .0111 I0.13 0.11 0.133 .0111 .00 •I2lI21 .0/lJ ~f210 12I~01211 0.121121 121.00 Ill.121121 I 12I.11l0 flI.00 I 0.00 0.00 0.00 0.0121 0.00 0.00 fi:I.12I121 121.00 121.00 0.0121 0.1210 121.121121 I 12I.0l!l 0.0121 121.00 0.1210 121.00 I 121.121121 121.1210 I11l.12l121 0.0121 I .1210 .Qll2l .fi:lQl .Ql0 1 0.1216 0.18 0.30 10.63 121.80 10.85 0.9fl1 1 1.02 1.26 1.5121 1 1.5,8 1.66 1.70 1 1.5121 1.10 0.7121 I0.7fi:1 0.7121 0.7121 1 121.62 0.46 0.3121 1 121.26 ,0.22 0.20 I Ql.20 0.2121 10.1lI8 .121°1.00 .01'!l .0121 1ll·I2I@1 121.0121 0.00 0.0121 1 0.00 121.0121 1 Ill.0121 121.12121 10.1210 121.00 0.1210 10.0121 121.1210 0.01111 0.121121 0.121121 Ql:0121 I 0.00 0.oIII Ql.00 I 0.121121 1ZI.0121 0.0121 r 0.0121 121.121121 0.01211 121.121121 121.00 I I .12l0 ./21121 0.4121 / 0.48 0.55 0.70 1 121.8121 1.00 1.10 1.20 1.3121 1.40 1.60 1.80 2.00 2.20 2.11 2.01 1.82 1.63 1.44 1.25 1.2121 1.14 1.1(13 0.92 121.81 0.7121 1121.68 0.60 1121.::;8 Ill.50 .12101 .121121 121.00 1ZI.01 I 0.1/13 121.05 0.08 10.14 0.17 '121.20 0.23 0.26 0.32 121.38 0.44 0.50 0.48 121.46 Ill.42 121.38 121.34 0.30 0.30 0.3l!l 0.3121 121.3121 .0.3111 0.3121 0.321 0.4fi:1 0.361 121.2121 0.121121 121.1l2l 121.15 0.20 0.20 flI.20 0.3121 0.30 3.flIl2I 3.0fl1 3.121121 3.lZIfi:I 3.12l0 3.12I/ll 3.00 3.00 3.0121 3.121121 3.121121 3.121121 3.00 3.121121 3.00 3.1210 3.00 3.111l2l 3.00 3.00 3.0121 3.0121 3.1lI0 3.0l!1 3.121f2l 3.00 3.1110 3.1210 3.00, 3.121121 3.121121 3.121 III 2.20 1.10 1.10 1.1121 1.1111 1.1121 1.10 1.111J 1.10 1.10 1.10 4.10 4.1121 4.1121 1.10 1.lii.l 1.10 1.1121 1.112l 1.HI 1.10 1.10 1.111J 1.ll1J 1.1121 1.10 1.1121 1.10 1.1121 1.10 1.1121 1.1121 -------~------------------~---------------------------------------------------~----------------~-----~---------------------~--- I [.\.1 I i j I 1 I I J J j T<..b 1 E'Coo:::;.f:I <Cent.)Summary of hydr.uli~data colle~ted at site 130.2R,Cross section 1. ._._------_._---_.•._------_.._--_._----_._----.-_._----_._--.---_._---_._-------------------- n i t--' aw STA DEPTH VEL V.4 DEPTH VEL.V.if DEPTH VEL V.4 DEPTH VEL.V.4 DEPTH VEL 1,,'.if SUB COV 1 -•.'-.•-.'•.._._---'---'---2 ----------------3 ----------------if -----------------5 -.------- 123.QI I •(!H11 Ii).0~1 I I .01-'.1 (iJ .111121/.0111 121.01'1121 •35 0.151 :,5.illiZI 1.10 12(1.111 .1210 IiI.f2ljil .f2l121 f2l.l1ll1l Ilil.lil3 111.lill1ll 111.2111 111.1 III 3.oIII 1.10 136 ..~;.1110 0.f2l111 1 ,.I1IQI 111.11112J I I •111111 11l.121~11 .1110 (i1.I110 3.121111 1•1111 a Clear water,used true WSEL. b Not breached,clear water,no fish observed. c Backwater,silty,turbid water,no fish observed. d Breached,turbid water,no fisl1 observed. e C...·oss section survey,used true WSEL. Extrapolated or interpolated value. J I ~~."'I ~i i 1 I ~}f fable C-3.8 Icunt.1 Summary of hydraulic data collectad at site 130.2R,Cross section 2. ,____H ~_.__•__•__•._.•__~·••·~_.·__••._.•••••••0 __•_ RATING DATE: REACH US '" DS '" GeQ: WSEL: CURVE: SEPT 26 a 20.00 114.010 7680 605.710 A::,-::-1.2::. DATE: REACH US '" DS '" GCQ: WSEL: B - AUG 16 b 97.00 114.00 145~1I 606.15 lil.4(~CF '" DATE: REACH US "" OS '" GCQ: WSEL: 6111121.111111 AUG 14 c 97.111111 114.l11~1 1611i.10 606.48 DATE: REACH US :. DS '" BCO: WSEL.: AUG 21 c1 97.111111 114.111111 1991MI 61117.19 DATE: REACH US "- OS '" GCQ: WSEL.: SEPT 27 e 747121 61215.70 SUBSTRATE INFO n I t-' o..r;::. STA Iii.III 11.2 2li.l.0 3111.0 4lil.0 41.111 41.6 42.1(1 46.111 5J,i1.121 53.iZj 54.1Z1 58.11' 6lil.1O 62.10 66.121 71l1.lil 74.0 78.0 80.10 82.111 86.121 87.8 91il.5 91.li'1 95.0 99.1Z1 DEPTH .1110 .00 .01il .00 .00 •IMl .111111 .0111 .lZllil .0111 •11111l 0.1111 0.1111 10.10 lil.10 1Z1.20 111.30 0.5lil 0.4111 0.3111 .111(4 .00 •IZIl!I •111111 .lillil .1110 .12i1!l VEL V.4 1 -------- .1Z1111 .l11lil .1Z10 •f2l111 .0111 .00 ,1110 .0111 .lillil .0lil .lZllZl 111.0111 Iii.1110 0.01Z1 I 0.1111!l 0.121,,1 0.01..il 1Z1.10 111.0111 1Z1.00 .1111Z1 .00 .00 .00 .li10 .00 ,'111l2f DEPTH .llllZl .011' .1110 .00 •lill!! .0lil 0.3lil lil.32 111.5111 121.90 \ 111.98 1.0lil 1.10 1 1.25 1.4lil 1.410 1.3111 1.3lil 1.4111 I 1.05 121.70 0.10 .1110 .00 .0111 .1Z10 .fill11 VEL V.4 2 ------.-- .lill1l .00 .1Z10 .1l10 .00 .li10 lil.0111 0.00 111.00 0.121111 0.111111 I 0.00 0.111111 0.0111 I IZI.111111 li.l.00 0.111111 0.111121 0.11ll!l 0.0121 I 0.l1llil 0.0111 111.111111 111.00 0.00 121.00 0.111111 DEPTH .00 .1210 .00 •lil111 .1210 .1210 1111 •l2 lil.20 0.40 0.60 1 121.8lil 121.86 1.12 1.25 1 1.26 1.28 1.31l1 IL 18 1.06 1.1210 I 1Z1.75 @.25 10.15 •121121 / 111.08 .1210 .00 VEL V.4 3 -------- .00 .00 .00 .00 .1110 .IMI iii.1210 I 0.1110 0.0111 0.1110 0. 0121 10.00 121.00 0.00 iii.121111 1 0.00 I1I.liI0 0.001 iii.01~ 0.0111 121.0101 0.0111 0.0(11 I iii .111121 121. 0111 10.l1lfll 0.0111 DEPTH I .1110 .IlI@ 0.1111 0.20 i2'.5(21 0.56 111.60 rlJ.62 111.86 1•lIZl 1.28 1.34 1.58 l.7f21 1.67 1.61 1.55 1.49 1.43 1.40 1.22 0.85 111.69 0.45 0.4121 0.210 .1210 VEL.V.4 4 -------- .111111 I .0111 0.01l1 0.00 0.1121 0.12 121.12 121.13 0.19 0.25 0.3121 0.31 0OJ37 Ill.40 0.35 0.42 1..i1.45 111.48 121.51 0.54 0.55'0.50 0.47 0.30 111.23 0.12 111.1121 0.10 0.0121 DEPTH VEL.V.A 5 --.------ SUB 1fIl.0111 10.1210 1I11.0lil 10.00 10.00 10.00 llil.11I0 1111.00 3.0121 3.00 3.1210 3.1110 3.00 3.12l0 3.01..il 3.00 3.0111 3.li10 3.00 3.00 3.00 3.00 3.00 3.00 3.@0 3.00 3.f211Z1 COV 2.20 5.2111 5.20 5.20 5.212J 5.20 5.20 5.20 5.20 5.20 1.10 1.10 1.10 L 10 1.10 1.10 1.10 1•1111 1.10 4.20 4.2121 4.20 4.20 4.2121 4.20 4.2111 4.2121 a Clear water,25'riffle between cross section 2 •cross section 3,used true WSEL. b Not breached,clear water,no fish observed. c No fish observed,turbidity less than at cross section 1. d No fish observed,breached,turbid water. e Cross section,used true WSEL. Extrapolated or interpolated value. J i I!)-.i 1)}~B 1 »']1 I Table [-3.8 (cant.) --'-~"-"--'----------'----------------------'-'-----------_.----------_. Summary of hydraulic data collected at site 130.2R,CrOSB section 3. R(41ING n,nE: RE'~CH US '" DS = GCQ: WSEL: CURVE:: SEPT 26 a 1::ilil.lill!! ~;JiJ.l'jlil 7681il 6v.1~C;.71Z1 A =--1.25 DATE: REACH US = DS '" BeG!: Wl'jEL: B ~ AUG 16 I.J l(illl;.liilli 97.Iilli! 1451il lil 6i!16.15 1Z1.4';'.CF ~ DATE: f~EACH US = 08 =, GCO: WSEL: 6111111.111111 flUG 14 c 15121.1210 97.0111 1611211Z1 606.48 DATE: REACH US = DS '" GCQ: WSEL: AUG 21 d 75.00 97.00 19900 607.19 DATE: REACH US '" DS = GCO: WSEL: SEPT 27 e 7471i1 6l!15.7!11 SUBSTRATE INFO 2 -~------- VEL V.4 n i.......o U1 STI~ l!.i.lil 9.Iii l1ZI.11I 11.8 12.121 1 ~.•Ii.J 14.0 15.~~l 16.Iii 17.Iii 2v.1.11I 21.1i.1 24.111 25,.JZj 28.0 29.iiI 3f.'l.11l 32.111 33.eJ 34.10'1 36.lZl 37.121 38.111 4111.l!1 41.111 42.0 44.0 45.111 46.Iii 48.121 49.O 51il.111 DEPTH •iii iii .lill!l •iiliil .lillZl •111 iii .lZlfZl .li10 .00 fZl.3lil 1°·35 111.5121 1111.55 l!l.7Iil 1111.75 lil.9lZl 111.9121l'ii.9'1l 11I.9lZl 1 0.93 0.9~) 1 .111'11 \ 1.'illil 1.0li.1 1.I111il l'il .93 111.85 m.7111 1 '1 6'"J!...:- {ZJ.55 0.40 \111.2 iii •121 iii VEL V.4 1 ----.--.-- .0liJ .1i1111 •lilli) •lilfZl .0121 .00 .121121 •1i1111 111.121121 0.111(21 I iii.1110 1Z1.1110 I 0.111111 0.01i1 I 0.00 0.111111 I lil.1110 0.~}lli.l 111·l1llZ1 l 0.01i.1 111.lil,2I 0.';'111 I 0.lillil 0.lilfil I1I.fillil I 0.00 0.fi10 lEI.lilli.l I (21.oiii 121.00 lil.lil01 .1210 DEPTH I .'lll!! •1111il •l!!lil .00 1121•Iii 3 0.20 1 111.35 iii.50 121.65 0.80 lIil.95 1.00 t 1.19 1.25 1 1 .66 1.,80 1 1.81il 1.80 1.81Zl 1 1.78 1.n; 1.71i.1 I~::~ 1.4lil 1 1.25 Qj ..95 0.81Z1 lo.7lZl 0.51Zl iii.4 Iii 10.34 • 1210 1•li.llli •lillZI .11J0 iii.lilllll 0.111,,'1 0.1i.1111 1iii.iii 0 111.(illZl iii.0121 121.Iii 111 1 I1l.1210 l21.f2 llill 1i.1.0111 0.IZllill 111.1210 0.1i101 0.121111 (~.l2llil 0.lil 121 1 lil.lillil 10.00 111.001 0.1210 QI.li10 0.1211111 0.Iii 0 0.l1lQI iiI.1111111 0.01Z1 l1i.Qllil 1,.'1.IZI0 I DEPTH .1210 .1110 .00 1Zl.18 121.2121 10.35 0.50 1 121.58 iii.67 0.75 1.19k1 1.09 1.36 1.45 1.72 1.81 1.91Zi 1.8fil 1.75 1.70 1.61Z1 1.55 1.5lil 1.40 10.121111 I 1.29 1.18 0.96 0.85 0.74 0.52 Ill.41 0.310 VEL V.4 3 --.------- •lillil I •fillil ·0~, 0.1210 121.00 0.001 0.00 0.oiii I 121.12llii 0.lillil 0.0111 0.00 (4.00 0.00 1i.1.l1i0 0.0111 Ill.0111 0.Ililil lil.l2h1l iii.00 iii.111121 0.lt10 iii.01.71 0.1i1111 111.111121 0.l!l0 l'J.100 0.00 fil.111fil iii.1111i1 1.71.00 0.0111 DEPTH .12113 •1110 1 111.18 iii.49 '0.53 0.70 1 '21.83 0.95 1.08 1.20 1.39 1.45 1.64 1.71 1.90 2 ..13 2.35 I ;:~~ 2.1111 2.J2j5 2.03 2.llllii 1.80 1.70 1.60 1.43 1.34 1.25 1.05 J(1.95 0.85 VEL V.4 4 --------- .0111 I •111111 0. 04 10.11 121.11 0.15 1.50 1Zl.18 \0.20 0.23 121.25 0.20 0.36 I 0.4121 0.35 0.441 0.46 0.5111 0.40 121.58 I 0.65 111.60 0.63 1 0.61 0.60 0.40 13.50 1 0.45 0.40 0.40 121.40 10.40 121.40 0.35 0.38 1 0.36 0.35 121.30 121.25 10.20 0.15 0.20 DEPTH VEL.V.4 5 ---------. SUB 3.0i!1 3.1210 3.00 3.00 3.oI!! 3.00 3.tZI0 3.iii 111 3.00 3.lif0 3.0'11 3.00 3.00 3.IMI 3.1210 3.o iii 3.00 3ro0K' 3.00 3.00 3.00 3.iii 0 3.iiI 0 3.00 3.00 3.1210 3.00 3.00 3.1210 3.00 3.00 3.00 COV 2.2111 4.30 4.30 4.30 4.3121 4.30 4.3121 4.30 4.30 4.30 4.30 4.30 4.30 4.30 1.10 1.10 1.10 1•l1Z1 1.10 1.10 1.llil 1.10 1.10 1.10 1.10 1.10 1.10 4.1121 4.10 4.10 4.10 4.10 1 I 1 l )~.i ] 'lab](."r.:····:.•B (C.UI1-1..)SUillflli;UY U~·hydr'aulic:[lati)collected dt sitE'1;:'.I~.2H,Cr··(J~iS sli.'l:tion 3. ("') I I-'a O'l STPt DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEl.V.4 DEPTH VEL V.4 SUB COV 1 ......_.-_._..._.--------2 ----.-------------3 ---.--------------4 ----------------5'--------- :53"Ilj I.lillil .\11lil I J2j ..15 l!.l.(!I/il 1°.17 Yo1.lill1l I I /il.71il 0.19\3.iiI iii 4.1 Ii! 54.111 •1i"!1!1 •l111!1 1111.li18 0 .•1111111 Iii.1 ~~\iii.1i1111 0.65 0.2111 ,,'1.2111 3.!2H~4.1£!j ~i5 ..l!j •l;llil .1110 .0121 .1:.10 1111.1119 iii.00 1 1°·59 0.15\3.oiii 4.1lil 57.111 .I'IW .Iillil I .till:l .kllill .0121 ~J.lillil Ii!.46 111.(1/5 3.0111 4.H1 581',~1 •Iillil .00 •Iillil •IZllil IIZI.1118 .1Z10 1 1Z1.40 iiI.00 3.iii III 4.1 iii 62.4 •lillil .iillil .l1h1l •lill1l •1Z11i1 •lillll .111121 0.121111 3.11@ 4.tv.1 a Used true W8EL. b Not breached,clear water,no fish observed. c Near head of backwater,low turbidity clear water,no fish observed. d Breached,turbid water,no fish observed,changed velocity 1.5 to .15 at 13'•50'. e Cross section survey,used true W5El..I Extrapolated or interpolated value. ,1 1 ')l ~,i ~J )11''I TabJ,,'l>::':.'/Summary of hydraulic data collected at site 131.3L,Cross section 1. [,(PI T 1NG CUHVE:A =.--1.62 B ::.111.57 CF '"61 QJ.11.IQI DATE::SEPT 26 a DATE:AUG 14 b DATE:AUG 21 c DATE:DATE:SEPT 27 d REACH US ~238.00 REACH US =.149.00 REACH US '"149.0l1.1 REACH US :;;;REACH US =. m,=.1Jlliil.11.I0 D~i ~25QI.0LH OS =3QJ0.1Z1fi.1 OS =OS = BCQ:768QI GCQ:161 Qllil GCQ:199Wlil GeQ:BCD:747iil WSEL:614.3QI WSEL:616.fi.llil WSEL:616.77 WSEL:WSEL:616.2~j SUBSTRATE INFO 5 ----.....---~ STA DEPTH 'JEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH -------1 -----------.----2 -----------------3 ----------------4 -------------_.__. Iii.iii .1il!1l .0l!l I •IM11 0.111111 I '0.lZ1111 17.111 .0/il •~~WI .1110 Itl.QIl1.J 0.77 2121.111 •fi.llil .li10 QI.50 0.00 1.27 24.lil .0111 .00 iii.9111 QS.3fi.I 1.67 20.0 .lillil •lillli 1.1110 iii.30 1.77 32 ..f1.i •Qi0 .0111 1.lQI 0.~::;QJ 1.87 4111.11.1 •Qllil .00 1.2111 0.70 1.97 511.1.QI •0~:1 .00 1.8lil lil.8QI 2.57 61il.0 .1Z1111 .I!llo 2.6lZ1 1.2111 3.37 71i1.l21 •0l~.01/1 3.00 1.40 3.77' 80.121 •QI0 .lilQI 3.1121 1.15 3.87 n 91!1.111 •Q1l1.l .00 2.6QI QI.95 3.37 I 91.111 121.2QI 11.1.71Z1 2.6QI iii.92 3.37I-'93.121 0.2QI 0.7Q1 2.6QI lO.86 3.370 '-.i 95.Qf QI.3I1.i 0.911.l 2.60 ((1.80 3.37 97.0 'il.2tll iii.80 2.60 0.74 3.37 99.11.1 .!!1I1)0.85 2.6QI 121.68 3.37 1 QI!!I •III I QI.15 lii.881 2.61iJ 121.65 3.37 1lii!.0 QI.2VJ 11.1.90 12.6111 0.61 I 3.37 1 !!):;:.l1.1 11.1.1111 QI.lO/(l 2.6121 ~r:::~3.37/(1 •.J~. 1QIl}.121 .1i10 iii.QlfZI 2.6l1i l!1.49 3.37 11121.121 I •QI12i 11.1.I2IQII 2.60 Qj.25 3.37 115.1/1 .1110 12i.1210 1 2 • 4QI la.13 1 3.17 117.12i Q1.QI5 0.00 ,..,.,...,Ill.1i18 3.15 1.5121 1.25~.J.L. 119.12f l!l.l1Z1 121.QI121 2.24 111.121:3 1 3 • 18 1.5 °11211J.III I Ill.1111 11).11.101 2.20 121.11.10 3.19 1.50 121.Iii iii.1111 0.1210 2.lQl 0.1ll11J 3.2111 1.50 1.15 1TLQI 121.1QI 121.0QI 1.90 lif.0QI 131125 1.25 I 125.QJ iZi.2J?J 10.6121 1.7111 111.QII1.1 3ao30 1.l1.IQI 1.11.15 127.11.1 lil.411.1 121.711.1 1.5QI 0.00 I 3.08 0.9QI I 129.11.1 111.411l 1.211.1 1.3111 111.11I11J 2.85 '1.1.8111 Iii.90 13('1.11.1 10.411.1 1.HI 1.2121 0.l1.Jl1.1 I 2.76 11.1.80 I VEL V.4 SUB 3.1110 3.111111 3.013 3.oiii 3.0111 3.100 3.00 3.0lO 3.lOQI 3.0lO 3.1010 3.0Qi 3.l1.IQl 3.011.1 3.00 3.00 3.0111 3.lO0 3.11.1111 3.11111.1 3.11111.1 3.0QI 3.11.110 3.lOl!l 3.0111 3.00 3.11.10 3.0lO 3.100 3.010 3.I1.JI2I 3.111 0 COV 4.10 1•1111 1.10 1.1121 1.1111 1.113 1.10 1.10 1 •HJ 1.10 1•HI 1.110 1.1l1l 1.l,if 1 •1121 1.llO 1.10 1.10 1.110 1.10 1.10 1.1 QI 1.10 1.10 1.111.1 1.10 1.111.1 1.10 1.10 1.lliJ 1.10 1.10 ------------------------------------------------------------------------------------------------------------------------------- .~l'-)l i )"1 1 i [ f~ble C-3.9 (cunt.1 Summary of hydraulic dsta collected at Eite 131.3L,Cross sectirn1 1. n I I--' CI 00 ~;;TI;DEPfH VEL V.4 DEPTH VEt.V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV 1 --~-'-'~~~~-"----.----2 -----------------3 ----------------4 ---------------.-5 -------- 1 ~J 1 •Jf.i 1111.413 .1.•Ill!!.1 I [111.96 111.011j I 12 .68 0.81111 3.1110 1.1111 1 ::';~;.111 .121111 Ii).111111 111.413 111.111!Zl 2,,512j 0.8111 Ill.60 3.illIZI 1.1121 1~35.Qj •lillil l'l.I1llZl .I!lIZ!Ill.00 12.45 0.81111 3.0111 1.1l~ 1::':7.QI •lill?!!i1.1i1l11 .111!il 0.lillZl 2.40 lil.8111 11l.6Ii1 3.lillil 1.HI 141.iiI •(?Il1I iii.I1llil •lMil 0.1110 2.10 0.50 0.5lil 3.N3 1.1111 14::'.\.111 .lillil !i.1.llllil .lillil 0.lillil 1.30 iiI.3111 111.iii0 3.iii 111 1 •1121 14'1.121 .0121 iiI.00 .lill1l 0.0121 0.45 0.111121 3.1110 1.HI 15J!.I.2 •lillil 0.lillil .121121 lZl.0111 •lZllil lil.0li.1 ~••1210 1 •1111 a CI ear-water. b Turbid,many chum. c Fi~h observed. d Cross section survey.I Extrapolated or interpolated value. 1 l 1 '1 ')I )/.7);')}1 1 )) ------------------.._-------------------------_._-------------_._._---_..,.---_.---..._----------_.----------_._.._--------_...._._--------_._-------_._--,..__.- Table C-3.9 (cont.)Summary of hydraulIc data collected at sit~,I::H.3L,CnJBS section 2. 1~(nING CURVE:A "'-,,1.62 [I '"l1J.t'i7 CF "'6 HI.l~li.j DfHE:SEPT 26 a DATE::AUG 14 b DATE:AUG 21 c DATE:DATE:SEPT 27 d REACH US =123.00 REACH US =123.l1J0 REACH US '"221.I!ll!i REACH US '"REACH US = DS '"6J~.li.I12i OS '"149.li.lill OS ~,149.liltil D8 '"DS '" GCO:7681!1 GCLl:1611!J111 GCQ:199111111 GCQ:GCQ:747111 ~~SEL :61.4.3121 WSEL.:616.1110 WSEL:616.77 WSEL.:WSEL.:614.::',1 SUBSTRATE INFO srA DEPTH VEL 1,1.4·DEPTH VEL 1,1.4 DEPTH VEL.1,1.4 DEPTH VEL.1,1.4 DEPTH VEL.1,1.4 SUB COV 1 ---------------2 ----------------3 ----------------4 ----------------5 -------- I1l.111 .IMJ .1110 I •11111l •01~I .1110 5.lih1l 4.31~ ~;4.0 •0111 .00 .1l10 .1110.0.77 5.1210 5.20 ~';8.0 .1!10 .00 111.2121 0.4/11 111.97 5.121,,1 5.20 42.121 .111121 •111111 121.7121 2.212'1.47 5.121121 5.20 46.0 .121121 •l2lliJ Ii.l.80 2.20 1.57 5.f2l0 5.20 5111.@ •121l1l .1210 1.1210 1.90 1.77 5.1210 5.210 54.0 •lillil .1210 1.10 2.1,(10 1.87 5.00 5.20 6l?I.111 .010 .l2Ifll 1.5111 1.6jZI 2.27 5.00 5.21..~ 64.121 .l111i.1 .111f!1 1.50 1.319 2.27 5.00 5.20 66.121 iii.40 121.2111 11.60 1.451 2.37 5.III 121 5.20 68.111 0.41,(1 lil.21i.1 1.7lil 1.6111 2.47 5.1210 5.20 7121.III 121.5111 121.30 1.75 1.7121 2.52 5.0121 5.2121 n 72.0 lil.6\i1 0.3i!1 1.8121 1.8111 2.57 5.00 5 ..2111 i 74.i!1 ill.5 ill 121.30 1.85 1.9121 2.62 5.1..~0 5.20t--'a 76.liJ 12I.41il 0.1121 1.91,(1 2.lillZI 2.67 5.0l1l 5.2'" \.0 78.0 121.6111 0.20 0.20 1.95 2.11!1 2.72 5.00 5.2121 81,(1.0 0.5111 111.30 f!1.30 2.0111 2 ..210 2.77 5.121121 5.212) 82.QI 0.5121 0.20 2.1112 2.12 2.79 3.1210 5.20 84.0 111.5111 111.1121 2.1114 2.1114 2.81 3.1210 5.2111 86.0 111.4111 0.1110 2.l1l6 1.96 2.83 3.30 I 3.00 5.20 88.111 1i.I.40 0.flll,(l 2.1218 1.88 2.70 3.3QJ 1.91~3.0111 5.20 9111.0 121.3111 0.0111 2.1l!1 1.8QI 2.6121 3.23 3.0121 5.2~J 92.121 0.2111 I..~.111111 2.l!i8 1.74 2.5111 3.16 3.0liJ 5.2fll 94.121 I~.10 111.00 2.Ql6 1.68 2.4111 3.09 3.00 5.20 95./~.01,(1 111.fllflf 2.QJ5 1.65 2.35 :?".06 3.00 5.20 98.111 QJ.35 0.00 2.02 1.56 2tt2~i 2.95 2.60 3.1110 5.20 10l1l.0 Qj.33 0.1110 2.111111 1.5121 1 2 •06 2.81Z1 I 3.l110 5.20 11118.iii .00 0.l~0 I 1.28 1.18 I 1.5li.1 2.2111 2.15 3.0111 5.20 11l11.Ql •i!ll~111.illlll 1.10 1•HI 11.33 1.93 I 3.00 5.20 118.0 .l~0 0.0f!1 1111.62 iii.78 I 111.65 0.85 1.2l11 3.0121 5.1 III 12111.0 .111111 111.0111 111.50 Ii.l.71i.1 10.45 111.63 I 3.1110 5.HI 122.111 •1~111 111.121121 10.33 0.47 I o ~IC"0.4121 3.1110 5.1111,,~..J 1 },1 ))'I l ))l 1 l T8bJ~C-3.9 (cont.)Summary Df hydraulic data collected at site 131.3l,Cross section 2. n I.............. a -_.__._.___-------_..---_._.__._,--_._---_._----_._-_._-__-_._------~------,.._------,-_.-------._~._--~-----------_._-----------------.-.--_.._._---------_._--------- ~:;T {\DEPTH VEL 1,1.4 DEPTH VEL 1,1.4 DEPTH VEL.1,1.4 DEPTH VEL 1,1.4 DEPTH VEL \1.4 SUB COV 1 ----_._._...-..---_.__._-2 ---------_._-.__._._-~--_.._--_.---------4 ----------------5 --.------- 124.Ql I .111l1i Iii.lill1ll I iii.17 lil.2:':',\•f2llil Ii!.oiii 3.111111 5.10 1:';:'6.Iii •lillil lil.lillil •Iii Iii Ill.lZl0 I •lillil 121.11101 3.0J!l 5.HI I . a Changed to true WSEL. b Upwelling with spawning chum along right bank at cross section. c Fish seen. d Cross section survey. I Extrapolated or interpolated value. f f '.l )1 c ")t '}1,~l 1 'J 1 t·I ___...__._......._..__....._..._..._.~._....__.. .._~,..._._.._.__._..w.. .__~... .__O H ,_ Table C-3.9 (cent.)Summary 0+hydraulic data collected at site 131.3L,CrOSB section 3. HIH I NG CURVE:A ,=,--lEI.39 Et ==Ill.2'1 CF =,61lil.121111 DATE:SEPT :26 a DATE:AUG 14 b DATE:AUG 21.r:DATE:DATE:SEPT 27 d REACH Uti ==1~j2 •lill!J REACH US ==130.00 REACH US ==109.00 REACH US ==REACH US '" DS ==123.121111 DS ==123.(10 OS ~,25.0Qj OS ==DS == GCQ:7681!J BCQ:161111111 OCD:199111111 OCD:OCO:7470 WSEL:616.24 WSEL:616.76 WSEL:617.19 WSEL:WSEL.:615.41 SUBSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB CDV ...------1 .----.-----------2 ------------------3 ----------------4 ----------------5 -------- 121.Iii .lillil .lill1l I .J1ll1i •I1llZ!I I .0111 •111111 I 9.00 5.30 8.111 •111m •li.ll1i •121~~.f'1111 •I2IJil .0121 9.oiii 5,,20 1111.v.1 .11111l •1Z10 iii.5111 I1I.li1111 .010 .00 9.00 5.20 14.0 •lilQI .1110 10.62 0.1110 I .00 •lillil 9.00 5.20 2l!.1.0 •1111?.oiiI lil.8li1 111.01Z1 1 111 •42 iiI.IS I 9.00 4.2/(1 3111.0 •QU11 .o iii 1.20 10.21~j 1.12 0.40 9.00 4.20 34.l~•121('1 •121111 11.21i1 0.12 1 1.40 0.5Ql iiI.5121 5.00 4.20 35.111 •111121 .00 1.2O l)l.1111 1 1 •43 0.47 1 5.00 4.2111 "iii.111 1111.19 111.00 1.2111 0.1211Z1 1.58 -~...,5.00 4.20 0.01111 0 •..:>.... 44.0 ~j.35 1 1 •28 121•04 1 1.70 111.2lil J!j.25 5.00 4.20 48.111 0.50 iii.1110 1.:36 111.08 11.82 0.46 1 5.00 4.20 5111.0 1°·53 l)l.0°1 1.40 iii.1111 1.88 111.59 5.oiii 4.20 n ::A.0 111.58 111.11111I 11 •24 111•14 1 2.00 121.85 lZl.811l 5.00 4.2121 I 56.(1 0.60 0.1110 1.16 0.16 1 1 • 99 0.86 5.00 4.20...... 111.881......6l!l./(1 111.61Z1 0.111111 1.0lil 0.20 1.97 5.00 4.20......64.l'i1 I iii.47 0.001 1111 •96 0.40 1 1.95 121.90 0.8QI 5.0l'i1 4.20 66.111 111.4111 0.0111 111.94 0.5111 1 1 • 89 iii.94 1 5.00 4.2121 70.11l 10.27 Ill.oiiI I 0.90 0.7,iJ 1.77 1.02 5.00 4.20 72.111 111.2111 121.1210 1111.9121 0. 76 1 1.71 1.06 5.111111 4.20 74,121 10.211l 111.051 0.9111 O.82 1.65 1.HI 111.95 5.L)l0 4.2111 76.l11 11l.211l 0.10 11l.9111 0.88 1 1 • 62 1.131 5.00 4.20 8111.111 0.10 0.0111 111.90 1.0111 1.56 1.19 5.00 4.20 84.0 0.1111 lil.0121 1121 •86 1.04 1 1.5111 1.25 1•1121 5.00 4.20 88.0 Ill.10 111.111f21 0.82 1.08 /1.54 1. 27 1 5.0l'i1 4.20 9111.1!i 1111.15 11l.liJ51 l~.8111 1.1111 1.56 1.28 5.00 4.20 92.0 iiI.20 0.10 1 111 • 84 1.161 1.5B 1.29 5.111(~4.20 94.111 I iii.2111 0.051 I1I.B8 .~...,1.6121 1.3 III 5.111111 4.201illJI.•.L. 96.0 l2'.2Qf .11.I2ll~111.92 1.28 1 1 •58 1.35 1 5.121121 4.20 10Jil.l!i Ill.1121 11l.l1lli1 1 •111111 1.4111 1.54 1.45 5.00 4.20 11114.0 ~'I.HI iii.00 IIll.92 1.72 1 1.5QI 1.55 5.1110 4.20 llil8.Iii l11.2111 111.0lil 111.84 2.1114 1 1 •54 1.f'91 5.,,1111 4.20· 11111,Ii!Il'I.25 121.051 Ill.8k~2.20 1.56 1.61 5.011l 4.20 1 ~I "Ii f l 1 ))1 !J;))t }I t JjI ft,hI f:'C·..:'~.9 (cord.•)l'iufTlOl<;;r"Y cd hydr"",ul ic d<Slt:a col)F.~r:tec1 .ilt ~,i t.\.'o'131.:3L..,Cross section :~.• ~;Tr,DEPTH VEL.V.4 DEPTH VEL V.4 DEPTH VEL.V.4 DEPTH VEL.V.4 DEPTH VEL.V.4 SUB COV 1 _.._.......--.--.---_._._._---2 .-------~--.---~--.---3 --.---.------------4 -----------.-----5 ---..----- 112.Ii,I 11l.3lZl iii.1111 1 111 •84 ~.181 11.58 1.6::!;I 5.1210 4.2111 114.!il li11.2111 iii.iii 5 I 121.88 ~.16 1.6(i1 1.6t,1•HI 5.111111 4.20 1.16.iii lll.Hil f21.l))121 I f:l.92 2.1.4 I \1.6lil 1.6111 1 5.0121 4.2111 12li.1.111 Iii.10 111.lil121 1•1111i!2.1.fl1 1.6l21 1.51i1 5.0121 4.21il 124.111 Iii.1121 121.1!J111 11.•121111 2.1212 1 1.6l!.1 1.4121 5.00 4.20 12B.III I 121.1li,1 iil.lil0 I 1 .l1llil 1.94 1 1 • 6111 1. 4111 1 5.00 4.2121 1 :':>!11.111 1'.1.1121 0.0121 1 .1i,1121 1.90 1•6111 1.4·111 5.0111 4.2\11 132.f21 lli'.11!1 0.12llil I 1 121 • 98 1.. 94 1 1.6111 1.40 5.00 4.20 134.lil lil.1Y.1 121.1210 0.96 1.98 1.6lll 1.4121 5.0111 4.211J 1.:::;6.fl 0.1.0 111.012\0.94 2.02 11..62 1.42 1 5.00 4.2121 1.40.111 lil.1.0 0.121111 1!1.90 2.10 1.66 1.46 5.00 4.211l 144.i1l t2J.2121 Iii.3/11 1 111 •94 1..58 1 1.7lil 1.50 1 •1121 5.1210 4.20 148.111 0.20 1!1.1121 0.98 1.06 1 1 • 46 1. 46 1 5.00 4.20 15121.111 10.15 121.1215 I 1•111121 0.80 1.34 1.44 5.00 4.20 152.111 0.1111 111.00 iii.98 121.70 ..,..,1.42 3.0121 4.201.'-"4· 154.li.1 Ilil.·H'1 0.0121 I 0.96 lil.6121 1 •HI 1.4121 3.0111 4.20 1.56.111 0.Hil 12I.1Z1121 111.94 IZI.50 \1.12 1. 37 1 3.121121 1.10 n 157.li1 .121121 •lll111 111.93 0.45 1.13 1.36 3.121121 1.10 I 1MJ.111 •Iii 0 .0121 111.9[71 iii.3121 L 16 1.31 3.01Z1 1 •HI l-'164.111 •12lfZl .00 1121.86 0.94 I 1.2121 1.25 1.61Z1 3.1210 1.10l-' N 17QI.lil •1~111 .00 1Z1.8111 1.90 I L 14 1.4121 I 3.1110 1.10 1.74.0 •111111 .121111 1121.64 1.54 I 1.10 1.5121 3.1110 1.1l~ 1.8Iil.121 .00 .0f11 iii.4111 1.00 11 •22 1.44 1 3.0111 1.10 182 ..i!j .l1liZl .1210 .1110 .111121 1.26 1.42 3.111121 1.10 184.121 .11@ .oiii 121.74 •121121 1.30 1.4121 3.(11/(1 1.1£1 194.lii .1110 .1110 iii.54 •(11111 1•HI 1.3111 3.f110 1 •1111 2J,4,,0 .0f11 .121/(1 .01Z1 .1210 Ill.5121 1.20 1.5f11 3.121121 1.10 21 i f.111 •lillil •IZlfiJ •liliil .lil0 0.30 1 ..25 3.1210 L 10 224.121 .0lJl .121121 .0l11 .1210 Ill.25 0.45 3.l2llil 1.1l1l 228.111 .l1lfZl .111121 •(111il .1110 111.3121 v.1.4v.l 3.0121 1.1l1l 231..5 •IZll'!.1210 .0121 .1Z10 •1Z1(11 0.0111 3.0121 1.10 ---~----~--~------------_._-------------------~--------~------------------------------------------------------------------------- a Clear w<SIter,algal hairs on rocks. b Turbid w<SIter,no fish seen. c Fish observed. d Cross section survey.I Extrapolated or interpolated value. i 1 ),i l ~I 1 '1 J I )-1 'l J -----.---_._---_.-.------.-_._-_._---_._-----.--.-.-----_.--_._-----~--_..__... Table [><·.9 (cunt.)Summary of hydraul~L data collected at site 131.3L,Cress section 4. -.-_._---_.-.__._.-.----,-.--_._._----_._-.-._-_..-._.---_._._----------_._----------------_._---------_.__..__._--------------------_._.._----_._--.----._._--------------------- FAr I NG CUFi'VE:A '"-iiI.:39 B =111.29 CF ,.61lil.Iillil DATE.:~)EP 26 a.DATE:AUG 14 b DATE:AUG 21 (-DATE:DATE: REACH Uti =75.~%I REACH US =150.00 RU-\CH US '"5121.0lil REACH US =REACH US =. DS :=tnt ::J.I7.10 OS =8'1.Ii.H..~OS '"H!.19.IMI OS =os = GCQ:768,::1 GCD:1611illil GCQ:1991210 GeG!:GCQ: WSEL:616.24 WSEL:616.76 WSEL:617.19 WSEL:WSEL:SUBSTRATE INFO STA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV -------1 ---------------2 ------.----~~----3 ----~-----------4 ----------------5 --.------ !!.I.iii I •1I.1I11 •12111!I .1!.lIil .1210 I .1210 •lill11 ,9.00 6.21il 11.1'1 •~,Qt •1211il •111121 •"10 .121121 .lZlf2!9.0lil 5.2111 -28.111 .lilli!•lil v.1 •lillil •111111 1.0121 121.90 121.9121 8.0111 4.31il 48.fZl •l1!lil .l~0 .0111 .1210 1 •121111 2 ..50 2.50 8.00 4.3121 51i.J.lil 111.1111 •12lli!.111121 .121121 1Z1.99 2.63 8.12!0 4.3(11 52 ..US lil.Iii!•l11li.l .00 .01Z1 0.98 2.76 8.1110 4.30 54.!!.!ril.I12!•o iii iiI.1121 •o Iii iiI.97 2.89 8.11lI1J 4.30 56.111 li.1.10 .0.111 111.20 .00 111.96 3.~12 8.0121 4.3121 58.0 121.20 121.3121 0.311l .111121 iiI.95 3,,15 8.0121 4.3121 6111.111 li.1.2!il 0.10 lil.4l!1 .1Z10 111.94 :3.28 8.121121 4.3121 62.111 111.21!l 1i1.2lil 121.5 iii • o Ii!l1.93 3.41 8.0121 4.30 "64.-111 121.2111 0.1121 121.44 .111121 iii.92 3.54 8.0121 4.30 I 66.111 0.2 iii lil.2!i1 !i1.38 •lillil 0.91 3.67 8.0111 4.3121..............68.lil 0.112!•12llil 0.32 .0111 iii.90 3.80 4.o iii 8.1211il 4.30 W 7lil.lil Ql.,2'tj .1Z11i1 121.26 •iii0 0.91 3.74 8.012l 4.3111 72.Ii!0.10 •l;\1Z1 0.20 .00 0.92 3.68 8.00 4.30 74.iiI 0.10 .1210 I iii.1121 •11ll!l I iii.93 3.62 8.0111 4.30 76.111 .1110 •12llil •'!llil •1Z1l11 0.94 3.56 8.121121 4.30 88.Iii .1211;;1 •fll 1l1 I .li10 •lil121 I 1.00 3.20 3.20 8.l21lil 4.30 92.1Z1 .l110 .12111l .00 •lillil 1°.96 3.15 1 8.121121 4.3121 liEJ2.Q1 .l2Ilil •1211i1 •li1l11 •1M'0.86 3.1213 8.0121 4.3121. 11118.f21 .12llil .0121 10.06 •12llil I 121.elZ!2 ..95 3.lillil e.~30 4.31il 112.0 .lillil •lillil Iii.10 .00 I121.77 2.661 8.00 4.30 I 122.111 .1111i1 .1210 iii.20 1.1210 121.70 1.94 3.Iii 0 4.30 128.111 .l1llil •121li.l I I!.!.32 1.54 I 111.65 1.5 iii 1.70 3.1210 4.30 132.121 .1210 .0lil lil.40 1.9r.:1 121.69 1.26 1 3.l21lil 1 •1111 142.121 .li.li!I .0111 lil.5lil 1.8lil 10.79 Iii.66 3.0li.1 1.10 148.111 •I~lil .0lil 119.5121 1.56 I lil.85 iii.30 iii ...,.,3.121121 1.10...:..~ 152.1?i •.li@ .lillil 1iI.511l 1.4 IiI I iii.84 1Z1.4121 1 3.1110 1.10 16::.l~•1i1121 •111121 0.40 1.80 0.82 1Z1.65 3.l!1121 1.10 16fJ.l?i .Iilt!l •iill~j I V.I.58 2.16 I el.8121 0.81il 0.80 3.01i1 1.1111 172.li.1 •Jill!l •11l1i.1 12!.71i1 2.4111 I 111.96 1.12l lil l 3.1210 1.10 ----------------------------------------------------------------------------------------------------------------_._--------------- 1 }}1 l '\J I '}l L -)l;] lable C-3.9 (cent.)Summary of hydr"aulic data collected at site 131.3L,Cross section 4. n I ~ ~ -Po STA DEPTH VEL '..1.4 DEPTH VEL 1,,'.4 DEPTH VEL '..1.4 DEPTH VEL '..1.4 DEPTH VEL '..1.4 SUB COV 1 _.,--~.~~._,_..-.__._._-_.-2 ------~-----------3 -------...--------4 ---------.-.....--..--_.....-t5 17f:J.Ql I •!~WI .13121 I I iiI.76 2.4QII 1.2lil 1.3lil 0.8lil 3.lillil 1.10 182.IiI .lil('1 •!illil iii.8 iiI 2.4 iii 10.96 1.381 3.IiWI 1.10 188.121 •!ill?1 •0111 10.68 2.34\iiI.613 1.5111 1.60 3.0111 1.1111 19:?•iiI •~?llil •lillil iiI.60 2.3JZi 111.65 1.30 1.55 3.0f2J 1.10 196.Iii .liH?1 •1111i1 IiiI.64 "");-')""11 0.5111 lil.8::';1 •1121 3.~10 1 •HI",-"~L 197.7 .111111 •lill!1 li:1.66 2.19 .lilliJ •Jil111 3.0111 1.10 2J!J2 ..Qj •lil~'!•l111il 0.70 2.1111 •lil121 .0JiI 3.1210 1.10 212.0 •f21~,.lillil 13.6f21 2.f!HZI •yJI11 .li10 3.00 1.HI 222 ..~~J •Jil!?l •llllil 111.51?!0.4111 .111111 .00 3.111111 1.10 227 ..0 .0111 •1111!1 •111111 .1110 .00 .lil(2l 3.0111 1.10 a Clear wBter,algal infested rocks. b ND fish seen,turbid water 112-227',clear water 52-102'. c Chum seen. Extrapolated or interpolated value. ~l l 1 1 I )-\)-1 1 'l 1 ___..___.__...._..~•.._.. .__._._.__...~."_~.··_·__~·.N·~·._. Tal.ilt-.,C<I.lli'Summary of hydraulic data cellected ~t site 133.BR,Cross section 1.a -_._-..--~-----_.__._._---_._-_.__._._._-_._------_._-------------------------------------------------------------_._-------------_.- RATING CUHVE:,~""--1 .57 B =111.54 CF '"645.11111l DATE:SEPT 26 b DATE:AUG 14 c DATE:AUG 21 d DATE:DATE: RE!~CH US "44.Ql121 REACH US '"44.!illZI REACH US '"44.111111 F<EACH US '"FlEACH US =- DS '"0.l!.llZl OS =121.lil111 OS '"121.lillil OS =DS '" CleQ:768111 GCQ:161lillil GCQ:199121111 GCQ:GCQ: WSEL:649.2111 WSEL:65111.lil:5 WSEL:651il.64 WSEL:WSEL: fnA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH -------1 -----------.----2 ----------------~.3 ----------------4 ---------~~.........._....._. 111.l!J •121111 •IMI I .l11111 .0121 I I .0111 .01111 13.6 .1111il .00 .0111 .0lZl .00 .1110 16.111 .I1H21 •111111 .0111 .0111 0.30 111.05 2f!'.f1'•lMI .01i1 .111l!1 .0121 121.8111 1.45 1.l!10 24.111 .1110 .1110 iii.4 iiI 1Z1.9l!1 1.20 2.71Z!2.3{!1 28.IZI .1111il .1Z111l llJ.6111 2.00 1.8121 3.40 2.4111 32.J!t .00 .0111 1.10 2.30 2,,3Qt 3.5lil 2.90 ;:";4.111 1111.45 fl.1.3111 I I 1.45 2 ..55 I 2.5111 3.6111 2.5l11 ;:";6.121 111.91i.1 11••6111 1.8111 2.8111 3.17 3.6111 4111.i!.1 1111.75 0.4111 ,12.4111 3.3l11 I 3.1112 3.60 n 44.111 111.60 0.20 2.4l!1 3.31lJ 2.87 3.61~ I 54!!.JZj 1111.53 0.35 I I 2.4l1j 3.30 I 2.80 3.60I-'52.lEI 42J.5l.!1 121.4121 2.4l11 3.24 2.77 3.60I-' U1 6121.111 lil.5l11 0.4111 2.4111 3.0111 2.77 3.60 68.111 0.9l11 1.1111 1.10 12.88 2.56 I 3.17 3.60 7111.(~I 1.111111 1.53 I 3.I1Hl1 2.45 3.27 3.6121 76.12.1.3111 2.8f1 2.7111 12.94 2.6.3 I 3.57 3.60 81il.121 I 1.3111 2.55 I 2.90 2 ..75 3.57 3.611! 84.111 1.31Z1 2.3QI 2.80 2.96 2.75 3.57 3.60 92.1Zl 1.5111 2.4111 2.0l11 3.16 2.75 3.77 3.6121 1011l.111 1.1111~2.3kl 2.66 2.75 3.27 3.6kl llZlS.lil 1.3i!t 1"30 1.2 iii 2.96 2.75 3.57 3.611! 116.111 1.:::',0 1.50 1.5121 2.96 2.75 3.57 3.60 124.11.1.10 1.60 2.76 2.75 3.37 3.6111 1:::;2.111 111.6111 lit 5lZJ 2.26 2.75 2.87 3.6l.!1 14111.0 .011J 0.0l11 2.66 2.75 3.27 3.6111 SUBSTRATE INFO VEL \,'.4 tiUB COV 5 ....-----.....-....._-----_.....- 3.I1Hll 1 •1111 8.0lZ1 5,,210 8.0l.!1 5.20 8.121111 5.2l~ 8.013 5.20 9.00 5.212! 9.00 5.2QJ 9.fl.l!21 5.20 9.1111Z1 5.2121 9.121l1l 5.20 9.111111 5.2111 9.0111 5.20 9.111111 5.2l11 9.0'11 5.20 9.1110 5.210 9.0l11 5.2111 9.0111 5.20 9.00 5,,219 9.00 5.2'0 9.00 5.2111 9.f£l@ 5.20 9.111111 5.20 9.1110 5.2C!1 9.0111 5.2l.'1 9.121111 5.2'11 9.0111 5.2111 -------------------------------------------------------------------------------------------------------------------------------- a All measurements from RWE. b Velocity changed from 2.6 to 1.6. c Turbid w~ter,adult salmon observed. d Fish seen.I Extrapolated or interpolated value. I t )1 i }.')1 )')l 1 "T ",til p C --:.:;.1I~(um t.)SUffimar-y 0+hydrillil ic dat.a collpc:tHd at =.i tE'l:~;~L HR,Cr'DSS £E!c::t.lon 2.a r~"l T 1 NG CUR'v'E:A '"''-1..57 B '"lil.~)4 CF '"b45.1~'111 DATE:SEPT 26 b DATE:AUG 14 c DATE:AUG 21 d DATE:DAlE: REI',CH Uri '"'llil2.51~1 REACH US '"102.50 REACH US =1 v.12.5~~Rr::ACH US '"F<EACH U~)= DB '"44.l?II!1 os '"44.1211~1 DS =44.111111 DS =DS '" GCQ:768121 GCD:1611110 GeQ:19911IJZI GCQ:GCD: WSEL:649.2121 WSEL:65I..il.11l:3 WSEL:651i.l.64 WSEL:WSEL:SUBSTRATE INFO S'I'A DEPTH VEL 1.1.4 DEPTH VEL 1.1.4 DEPTH VEL 1.1.4 DEPTH VEL 1.1.4 DEPTH VEL 1.1.4 SUB COV -------1 ---------------2 ----.------------3 ----------------4 -----------------5 --------- I!!.IiI .l2lfil .fi1l21 I .lil0 •fillil I I •lillil .1i10 3.fillil 1 • 1 Ii! 19.7 •f21111 .0li.l .00 •")0 .00 .1210 10.1.11111 6.2li.l 22.0 •li.lli.l .1110 •iii 111 •IiHZl 0.7111 lil.20 10.0121 6.2111 26.0 •~1111 .0111 .1110 .0111 1.40 1.15 0.95 10.00 6.20 31il.1i1 .1110 .1110 iiI.Bill 0.60 2.20 2.60 1.90 1121.00 6.2111 34.111 .0121 .I1IQl 2.0"1 1.B0 2.90 2.65 1.5111 11.00 6.20 36.0 ~J.7(i1 0.1111 12.25 1.88 t 2.97 3.05 11.1110 6.20 38.l.')Ilil.95 0.20 I 2.~~0 1.95 3.22 3 ..05 11.0111 6.2111 4lil.lil 1.2111 0.3111 111.3"1 1 2 .55 2.38 I 3.47 3.1215 11.00 6.20 42.IZJ 11.05 0.4 iii I 2.6111 2.80 3.32 3.1115 11.00 6.20 44.121 0.9111 111.5111 ."'-l!l 2.85 1 3.17 3.05 11.1110 6.2!i1I"'",j.4B.1i1 !i1.8lil !i1.7!l1 2.30 2.95 3.iiI 7 3.!i15 11.00 6.20 (J 51!.j.!1.J iii.8 iiI 0.8lil 2.2111 3.00 3.07 3.05 11.1110 6.20 I 52.iii 111.8!il 0.90 1 2 •28 2.881 3.1217 3.1215 8.0111 5.20I-' I-'56.I!!0.80 0.9111 2.44 2.64 3.07 3.1215 8.01Z!5.2f2i 0'\6Iil.li.1 1•111111 111.5111 0.50 2.60 2.40 3.27 3.05 8.lil0 5.20 64.121 1•111111 ~1.7lil 0.7111 1 2 •40 ."<61 3.27 3.f2J5 B.IillZ!5.20.L.""_' 6B ..121 1.2111 0.70 2.2QI 2.32 3.47 3.05 8.0111 5.2Qi 7111.111 11.::.'111 !i1.95 t 2.1111 2.30 3.57 3.IlJ5 8.1110 5.20 72.121 1.4111 1.20 1 2 •08 2.30 1 3.67 3.05 8.00 5.20 76.111 1.60 1•1111 2.1114 2.30 3.87 3.iiI 5 8.li10 5.2£1 Blll.lil 0.7 iii 1.00 2.tlH2i 2.30 2.97 3.1115 8.0111 5.20 84.!Z1 IiI.50 0.9111 1 1 •84 2.14 1 2.77 3.1115 8.12H11 5.20 88.121 !lZl.50 iii.70 1 1.68 1.98 2.77 3.£15 8.121111 5.20 9111.111 V.I.51:1 0.7111 1.611l 1.9v.l 2.77 3.l!15 B.00 5.2111 92.111 0.50 iii.7~:1 11..68 1.881 2.77 3.Q15 8.00 5.2~t 96.111 1i1.51il •0l~.1110 1.84 1.84 2.77 3.III 5 8.1Z!111 5.2Q.i lIZ10./l1 0.5/l1 111.4111 111.4111 2.1110 1.8111 2.77 3.05 8.0111 5.20 11113.j21 .12Hil .00 I 1.79 1.56 I 2.27 3.05 3.12111l 1.liZ! 11111.121 I •IMI .1110 I 1.3111 1•lil111 2.27 3.1l15 3.00 1.10 113.lil •lil111 •111 IiI 11.51 Iii.82 [2.27 3.1115 9.00 5.2JZI 114.!21 IiI.1l..ij 121.50 1.58 0.76 2.37 3.1.115 9.1110 5.20 1 1 ,)l .~\)•l I )1 )1 Table C-3.10 Iccmt.l Summdry of hydraulic data collected at site 133.8R,Cro&ti saction 2.a n I l-' l-' -...,J mA DEPTH VEl-V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV 1 •___~_._._M ___•••.-----.-,~.~~2 -----.------------.-3 -----------------4 -----------------5 ------.-- li8.111 Iii.5111 I11.9Ii.l I 1.86 o C:-'""j •12 .77 :?;.lil~)I 9.01il 5.2Y-i•01 iJ~. 12f:i.iii I 111.6~)lZl.9~'j1 2.111111 0.4111 2.92 3 ••!J5 9.111111 5.2QJ 12:':.111 iiI.Blil 1.IMl 1 2 •12 111.56 1 3.li.f7 3.05 9.1110 5.20 126.111 1.IMl 1.9111 1 •<711i .-,""7 111.88 3 ..27 3.1115 9.l1l1Z1 5.20.<:.•.",6 I ~;IZI.li.l 1.30 2.2~j 2.2Qj 2.6111 1.2121 3.5"7 3.QJ5 9.1110 5.20 l.lHiJ.I;j 1.4111 2.5ul 2.4111 2.911l 2.«ZSIJi 3.67 3.1115 9.0121 5.211.' 15m.l~1.4111 2.60 2.40 3.0Qj 3.~J5 3.67 3.05 9.1110 5.2~J 16111.0 1•2;i~2.212i 2.2y.)2.96 3.,,15 3.57 3.I2J5 9.1111Z1 5.2.3 17111.111 1 .111l21 2.5~j 2.5~l 2.66 3.05 3.27 3.I!J5 9.1210 5,,2Qj 18lZl.Iii 1.01ii 2.31i.1 2 11 30 2.66 3.05 3.27 3.1i15 9.1210 5.20 19121.111 0.3lil Ill.40 1.96 3.05 2.57 3.05 9.00 5.2121 195.iii .l1ll::I •111111 1..66 3.05 2 ..27 3.li15 9.00 5.20 a All measurements fr-DR!RWE. b Clear·water. c Turbid water. d No fish. I Extrapolated or interpolated value. }J )I l 1 }'t l ~11, ~I I 1 "I i .".~._._•_._._._.k ••__•••__._.__p.~__,."••••__D ••".~•••__••~_~_._••_~__••__."._•••__•__••__~_.__•.~._U •• Table C-3.10 (cent.Summary of hydraulic data collected at site 133.8R,CroBs section 3.a f,A n Nl3 CLJli'v'E:A =-1.57 B '"I!i.e.~4 CF '"64~).111O DATE:E;E:PT 26 II DATE:AUG 14 c DATE:AUG :21 DATE:DATE: REACH US '"Iii.lil('1 REACH US '"Iii.lillil REACH US ~,111.0111 REACH US =:REACH US = DS =11112.5iil DS '"lli.12.50 OS ''''102.5111 DS '"DS =: GCD:768l!l GCD:16100 GCQ:1991Ml GCD:GCQ: ~mEL:649.23 WSEL:651!!.1I13 WSEL:650.64 WSEL:WSEL:SUBSTRATE'INFO STA DEPTH VEL 1,'.4 DEPTH VEL 1,'.4 DEPTH VEL 1,'.4 DEPTH VEL.1,'.4 DEPTH VEL.1,'.4 SUB CDI,' 1 --,-,--,--------.--.-2 ~M~__'____--------3 ----------------4 ----------------5 --------- Iii.0 •liil!l .lillil I .0lil •12M I I .IMl •lillil I 6.(!1l21 4.2111 16.7 •I!!lil .lil121 .li1111 .1210 .0111 •f2H21 5.1l1/Z1 4.2O 18.111 •lilf2l •lill21 .11il1l •11111l £1.2,!J iiI.lillil 5.o I!!4.2 III 2111.J1l .00 .00 .00 .00 1121.65 0.181 5.01l1 4.21..~ 22 ..Qf .oI!!.1110 0.25 0.5O 1 •1121 0,.:2.\5 111.65 5.Il11il 4.20 24.111 .01!!.0121 0.51i1 1 •li1l21 11.13 0.851 5.1110 4.20 26.iii .121121 .0111 I iii.65 1 ..35 I 1.15 1.35 1.45 5.00 4.20 28.0 .1210 .0121 111.80 1.7(0 1,.38 1.78 1 5.111 iii 4.20 29.iii .0121 .11@ \0.93 1.85 1 1.49 1.99 5.1110 4.2121 30.fll I!!.lli.1 121.11l1~1.05 2.00 1.60 2.2121 2.121111 5.00 4.20 32.121 II!J.3~5 121.41211 1.3111 2.3111 11.78 2.551 5.11'10 4.20 34.(1 lil.6111 0.8111 I 1.45 2.35 I 1.95 2.90 2.40 5.00 4.20 (J ::;:6.0 I IiI.70 1.llil t 1.60 2.4111 12.18 2.901 5.1210 4.20I I-'38.111 0.8111 1.4121 1 1.75 2.60 I 2.4111 2.91i1 2.95 8.00 5.20 I-'4/Z1.0 llii.80 1.25 ,1.90 2.80 12 •35 3.101 8./Z10 5.210CO 42.lil 0.8111 1.10 1 1 •86 ....0""2.30 3.30 3.4 iii 8.00 5.20"-'.....1 46.0 0.50 1.4121 1.78 3.46 2 ..39 3.31!1 8.00 5.20 ::,121.0 0.6l21 Iii.9111 1.70 3.90 2.31 3.30 8.00 5.20 54.121 I1J.6111 0.7f21 11.9111 4.1116 1 2.51 3~3JZJ 8.0111 5.21!J 58.(!I I..~.5111 0.3/Z1 2.Ht 4.22 2.71 3.3lil 9.00 5.2O 6111.121 1121.5121 0.45 I 2.2J!j 4.310 2.81 3.31!J 9.111121 5.20 62.121 10.5111 0.6111 12 •12 4.HI I 2.73 3.3/Z1 9.0/Z1 5.20 66.lZl 111.50 0.510 1.96 3.7111 2.57 3.30 9.1110 5.20 7111.111 121.5121 111.4111 1.80 3.3/Z1 2.41 3.3/Z1 9.0l11 5.20 74.iii lil.5l1i l11.4111 1,.68 3.1121 I 2.29 3.310 9.0111 5.2111 78.f21 lil.6121 .130 1.56 2.9f21 2.17 3.30 9.Iii0 5.212' 8111.0 II!j~55 121.1121 I 1.5121 2.80 2.11 3.310 9.00 5 ..20 82.III 0.5(.1 111.20 \1.5121 2.78 1 2.11 3.31..11 9.0l.11 5.20 86.!!1 iii.4121 I!!.2 iii 1.51..;)2.74 2.11 3 ..30 9.0111 5.20 91i1.0 II!!.13 121.1217 1 1.5111 2.7 III 2.11 3.3 iiI 9.12Hil 5.20 92.0 .1!llli Ql."Ilil '1.46 2.641 2.1217 3.3(!J 9.f210 5.2Qt llillil.1l1 I .lill1l lil.01!1 I 1.:)0 2.4"1 1.91 3.3QJ 9.OO 5.2k:l ---_._---------~-------------------_._-------------------------------------------------------------------------------------------- l )1 1 -1 )I l l l 1 1 latd E'C··-<5.HI <Coni.)Summary of hydraulic data collected st slte 133.8R,Cress section 3. n n I-' I-' 1O u __._,"","__."_ L;TI:';DEPIH \IE I...V.4 DEPTH VEL V.4 DEPTH VEL.V.4 DEPTH VEL.V.4 DEPTH VEL V.4 SUfi COV 1 -.."-~-~........-..----------~2 -.------------------3 -.---.------------4 -----~---.-------.5 -"---.---- 11l~l.iZl I •lill~l lil .0fi.11 1.3lil 1.8lil 11.91 ..,~1111 9.I2Ifi.l 5"2~ioJ•.,) 1 :::'0.i21 .lillil 'I 'llil 1.1121 2.Lli)1.71 31130 9.lill!.l 5.2{!J1..11. 1 ~~;"I.11l I .l!l(il lil.I1H1ll 1 •!ft.1 2.6lil 1.71 3.311.1 9.00 5.2(Ij 14121.1~1 .111l21 121.1Z1121 li.1.8121 2.r1r~1 1.41 3.3121 9.11!121 5.2i2j 15k1.1;1 .lillil 121.10121 1.21!.!2.4121 1.41 3.30 9.I1Hi1 5.2~!J 187.i!1 .1211!.1 lil.I11121 (iI.8111 2.4121 1.41 3.:3f.Z1 9.00 5.20 1813.111 lil.21!.!111.0121 1.0121 2.4l21 1.61 3.30 9.0111 5.2'-'> 19:!.121 111.9121 0.12111.1 1.7121 2.40 2.31 3.3JV 9.0121 5.2', 196.121 1.4Y.1 til.k'l(1 2.2J2)2.4111 2.81 3.3111 9.12IL~5,,20 2liI121.121 1.6121 111.1110 2.4111 2.4lil 3.1111 3.3121 9.0111 5.2i!1 21214.0 1.IMl 0.5121 1.BI11 2.4L~2.41 3.30 9.1110 5.2~S 21118.111 0.80 121.9111 1.60 2.4111 2.21 31l3J2J 9.00 5.20 21:?li1 0.7111 1.5111 1.5~,2.4111 2.11 3.30 9.0111 5.2121 216.121 iiI.7111 1.3111 1.5111 2.40 2.11 3.3111 9.0111 51120 a All measurements from RWE. b Clear water,algal growth on rocks. c Tur'bi d water,one adul t sal mon observed.I Extrapolated or interpolated value. I ,1 .~1 }1 '}l J 1 l '}) Tiilb]pC,·,,::,.1 ]Summary of hydraullc data collected at site 137.5R,Cross section 1. 0.89 CF '"687.00 DATE: REACH US '" os = GeD: WSEL: DATE: REACH US '" OS= GCD: WSEL: DATE: REACH US ,~, OS '" GeD: WSEL:SUBSTRATE INFO 8.HI 6.1111 6.10 1.10 1 •1111 L 10 1.10 1.1121 1.10 1.1111 1.10 1.1121 1•If0 L 10 1.1 v.1 1•1111 COVSUB ;::;.IMI 3.I<':1I1l 3.filQI 3.0121 3.0111 3.1!10 3.I<':1l1l 3.1110 3.00 3.00 3.0121 3.00 3.11111l 3.Qh1l 3.0111 3.00 VEL V.4 5 -------- DEPTHVELV.4 4 -------- DEPTHVELV.4 3 --------.- DEPTH f,1 VEL V.4 2 ~..........--.....-- H(HING CURVE:A ~~<:.11 D(HE:AUG 12 a DATE: REACH US '"92.1%1 RE(~CH US '" DS ="~j0.111(,OS '" Ge\):19l1!l11Y.1 GCO: WSEL:691.99 WSEL: STA DEPTH VEL \1.4 DEPTH 1 ----------------..-_. 111.Qi .0l11 .lil!!i 2,?i.£.~)•IlIQI •(4t~ 26.QI 1.2111 111.10 32.QJ 1 •=';121 l!1.li10 36.0 1 •llil 0.li15 42.0 .01Z1 I~.IZIl11 58.111 .lil(O 0.lillll 6111.QI lil.30 0.IZlI1I 64.l11 ,!J.5J!1 0.0l11 74.111 1..3f2J 0.111f11 s:;'.m 2.lill11 0.111111 n 88.10 2.7!!1 121.1110 I 96.1!l 2.7QI 111.0111...... N 1l11l1!.111 2.111111 0.00 0 ili16.111 1.3v.1 111.fil0 111.iii •lillll 0.f110 a Turbid water.backwater.I Extrapolated or'interpolated value. 1 1 1 1 'J J 1 J 1 ')1 1 )l ._••_••_....~_••~,_.~.~.~~....~_._••__~__u .~M".~._•••••_._•••_••••_•••_._•••_~~_._..__._.~_••••_.~~......_._.,~•••••••.•••~__••_ Tat)],pC"';";.11 (cont..) ----_.__._._---.------_...._._.._-_. Suwnary of hydraUliC dat~collected at sjte 137.5R,Cruss sectiun 2. RMI~ DATE: REACH US = DS '" GCD: WSEL: CURVE; {lUG 1::'a 116.lillZl 0::.';hil 191ihil0 691.97 A ,-, DAlE: I~EACH US '" DS '" GCO: WSEi.: EI l.:r== DATE:. REACH US .,,, DS '" GCD: WSEL: DATE: REACH US '" DS ,= GCO: WSEL: DATE: I~EACH US '" OS = GCD: WSEL:SUBSTRATE INFO -_.-------.~~ n I I-' N I-' STA DEPTH VIOL V.4 DEPTH -------1 --------....-_......_-.... lil.!il •<Mil •fihil 23.i!J •Iii 0 •I1llil 24.f1j i!.1.2f11 lil.0lil 26.121 0.41?1 IiI.fil0 '::::6.0 1.11!l 0.1fil 4i1l.lZl 1.HI 1i1.l1l1!! 46.Iii 1.4111 (il.l1h?1 56 ..S21 1.4111 111.1110 MI.QI 1.4111 lil.l1h21 64.111 1.60 0.111111 71il.0 1.~:j0 Ii!.fill1l 8l11.121 1•HI 0.00 9111.111 r21.5lii r21.filr21 97.f11 •f1lQl 111.l1J0 VEL V.4 2 ----.-.---- DEPTH VEL.V.4 DEPTH VEL V.4 4 -----.--- DEPTH VEL V.4 5 ----.---- SUB 3.IiIQI 3.lillil 3.00 3.00 3.l1Ilil 3.00 3.1110 3.l1llil 3.01il 3.10121 3.00 3.00 3.111l!l 3.0111 COV 8.2 Ii' 6.HI 6.1QI 6.10 6.10 6.10 4.111l 4.10 4.1111 4.1(~ 4.10 4.10 4.1121 1.10 ----------------------------------~--------------------------------------------------------------------------------------------- a Turbid wat~r.chum observed. I Extrapolated or interpolated value. 1 1 •1 1 1 )1 1 )1 J }1 TabJ~C-3.ll (cent.)Summary of hydraulic data collected at situ 137.5R,CroBs section 3 • RATING DATE: REACH US = OS = BCD: WSEL: .CUIWE: AUG 12 a ::'ilil.lZllil 1lb.lillil I 9 Iii lZllZl 691.97 A '" DATE: f~EACH US "" os '" GCD: WSEt..: 1'1 CF '" DATE: REACH US '" 06 '" GCD: WSEL: DATE: REACH US '" OS = BCn: WSEL: DATE: REACH Uf>= OS ::: GCD; WSEL;SUBSTRATE INFO STf~DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 -...__.....~-_.- DEPTH VEL V.4 3 _.........._-_._- DEPTH VEL V.4 --------4 -------- DEPTH VEL V.4 5 -.-......-........---- SUB COV (il.lil •1111il .lZ10 20.lil .01i1 •11111.! 22.Q)JlS.3m 0.11113 28.0 (1.8111 0.00 31il.111 1.2111 0.01l1 36.111 Ill.Sr.I iii.lil111 38.IiI lil.8lil /?l.1l1!!1 42.iii 1i1.71Zl 111.00 46.Iii lZl.80 0.lillZl 50.r.1 I1l.2l11 0.0lil 54.111 .1110 lIl.(illil n !....... N a Cl ear water,unbreac:hed. N I Extrapolated or interpolated value. 13.lillil 13.0lil 13.1110 13.01il 13.00 13.0fil 13.1110 13.00 13.0111 13.1110 13.00 8.20 6.3121 6.30 6.30 6.30 6.30 6.30 6.30 6.30 6.30 6.30 j i 1 'I 1 1 J 1 .j 1 )1 1 I 1 1 lab 1.E'C<".1 :,~5ummilry of hydraulIc data coll~cted at site 138.7L,Crosb section 1. H(H ING DfIlE: REI~C1-1 Ufi '" DS ;;;; GCD: W5EL.: CLmVE: SEPT 20 A 142.l!!0 250.0111 10400 706.25 A '"--6.1117 DATE: REACH US '" DS '" Gee!: WSEL: B := AUG 16 142.Iii 111 20l11.{(llil 145111111 li!J7.108 1.54 CF- DATE: REACH US "" Df3 ~ BCD: WSEL: 1I1I~i.!lllll {\UG 23 b 142.lillil 25121.!l1li.1 179111111 7/'J'7.87 DATE: REACH Us '" DS '" GCQ: WSEL: AUG 12 142.00 3lil0.lil0 19lil00 708.15 DATE: REACH US '0. OS := GCQ: WSEL: AUG 7U c 27?(!H!~ 71111.61 SUBSTRATE INFO STA DEPTH VEL V.4 1 -------- DEPTH VEL V.'1 2 ---------- DEPTH VEL V.4 3 -_-...__._-- DEPTH VEL V.4 4 -------- DEPTH VEL.V.4 5 --------........ BUB COV n I.... N CAl iii.111 11.111 16.0 2111.111 21.111 24.111 24.3 26.10 28.JZ' 3Qt.It) :;:;2.0 34.111 36.lil :38.111 41ZI.l11 42.111 411.Iii 46.1'.1 48.1'.1 49.111 5li.1.Iii 53 ..~s 5i~.fZi 56.111 :;7.Qi 6IZI.l1l 6Lf?l 65.l11 6B.11l 69.Iii 73.111 ./illi.l .1i.1('l •lillil .0/il .1210 •11llZl .1111Z1 •fl11Z1 .1111i) •f2ilil •lZll11 •111111 .Ii1l11 .111111 •l1ll1i •111111 .Iill!! I ~.l118 1!1.16 iii.2111 I 111.::;~:; 0.8111 \ fZI.9l11 LHI 1.20 1.58 1.71il 2.2Q) 12.43 2.5111 2.9111 .li10 .0111 .11\0 .00 •l11111 .0121 .1110 .l1l0 .111121 .1110 .11llil .00 .0111 .00 .0121 .00 .0111 0.1'.14.1 111.08 0.1111 111.331 1.0111 1 •llil I 1.3(il 1.40 1.59 I 1.65 1.60 1.71 I 1.75 ?~'"......L..J 1.30 1.55 1.4121 1.60 1.60 .0111 .111121 •lZh11 .121121 .1110 .0111 .00 .00 •111111 .00 0.1111 10.10 0.1111 0.20 1111.5111 1!l.80 1111.85 111.9l1l 1 1 'c>o:-.40'-' 1.43 1.6111 2.i!j2 2.16 2.44 2.58 3.0111 1 3.09 3.44 3.1111 I ~7~";'.0_\.,) ::;;.7:; .0111 •0~1 •1110 •l2l111 •iillll •01i1 •1.1l111 .00 .0111·0"~ 0.00 0.1110 1 l~.1i10 13.50 0.95 I 1.40 1.60 1.70 I 2.00 2.1.11111 2.11'41 2.IZl6 1•4111 1•4111 2.15 2.17 2.21 2.24 2.30 1.60 2.38\ 2.68 2.9121 2.4111 2.90 1 2.9111 . .0111 •flll11 •l!'l111 .1110 .1210 .0!l1 .0111 10.18 iii.4 iii 10 •55 0.1(i1 10.7111 0.7111 10.95 1.21iJ 11.25 1.3111 I~:~; 2.13 2.3t!l 12.83 3.!l1l1l 20172 2.82 3.20 3.32 3.82 4.1215 4.12 4.52 .1i111l .1210 •QIl1I .1110 .1110 .00 •0l~ 0.621 1.35 1.351 11135 1.601 1.85 1.9121 I 1.95 2.051 2.15 2. 28 12.40 2.40 2.40 2.251 2.2 Iii 2.9111 2.90 2.90 2.90 2.9111 2.9l~ 2.9111 2.9v.'l 1.60 1.9111 1.9111 2.4111 1.9111 2.112i •IMI .1210 .111111 •v.'l111 .00 11).20 1111 •23 111.4121 1111.6f21 0.80 Ilil.75 0.70 lIil.90 1.10 1 1.37 1.63 1.91Z1 12.1115 2.2111 2.34 2.48 2.89 3.1113 3.3Qj 3.1l1l 3.48 :2.•6111 4.1111 4.33 4.40 4.80 .00 .0121 .IMl .00 .1210 1.25 1.3111 I 1.60 1.80 t 2.0111 2.HI I 2.20 2.30 I 2.402.2°1 2.00 1.8111 2.25 2.7v.'l 2.75 2.80 2.95 3.lZllil 3.10 3.1111 3.10 3.10 3.1121 3.10 3.10 3.1@ •111111 •111111 0.8111 1.2l2l \1.30 1.6121 1 1.63 1.8121 2.111111 12.15 2.3J!S 12.4111 2.5111 1 2 •75 3.1110 3.99 4.04 4.44 4.52 4.56 4.71 5.16 5.26 5.46 5.56 5.94 6.l216 6.56 6.79 6.86 7.26 •!l11111 .0121 1.40 2.0lil 2."181 2.30.,771~......\..... 2 ..512' 2.70 2.71111 2.7111 2.701 2.7121 3.151 3.60 c;.60 3.6111 3.6(£1 3.6QI 3.60 3.6lZ1 3.6111 3.6111 3.60 3.6(i1 3.60 3.6111 3.60 3.6l11 3.6121 3.61!l 1.40 2.01i1 2.211\ 2.50 2.10 2.40 2.811\ 3.00 8.1110 8.@11l 8.0111 8.00 8.01il 8.011.l 8.0~1 8.00 8.1210 8.00 8.0'11 llil.00 10.0(4 10.00 1121.(i112l 1111.00 10.lil0 1121.QIl11 Ilil.k'lf21 1I11.0lil 1 iii.0(4 1111.11112l 1111.00 10.liilll 10.1110 8.0111 8.00 8.00 8.0121 12.0111 8.20 8.20 4.2111 4.2121 4.20 4.20 4.20 4.20 4.20 4.20 4.20 5.20 5.2111 5.211.l 5.2121 5.2121 5.20 5.20 5.2121 5.20 5.2~!1 5.20 5.2tZJ 5.20 5.21!l 5.20 5.20 5.20 5.20 5.20 5.2i!J ----_H.~_ a Bank seepage e;-.tends 5111 ft:upstream. b Fish,bank seepage between cross s~ction 1 &cross section 2 to mouth of Indian River. c Upwelling,chum. Extrapolated or interpolated value. 1 ]l 1 1 '}1 1 1 J -1 1 1 I }1 IdlJJ t,l><~~.12 (cont.) -._.----_.--_._------.-._---_...-_._------------------_._----_._--~,-_.~....._-~_._---_.__._-_.-..-.,. SUIIIII,a,'''y of hydr-dulic data c::CJIIEn::tpd ,,it si tE"L:,[3..7L,Cr'osB sf.!ct:ion 2. RATING DATE: REACH US ~ DS = GeQ: WSEL: CURVE: SEPT 2111 113.Jillil 142.01i.l 1 Iii 4 111 III 7i!'6.31 A ~-6.07 bATE: REACH US = OS = GCQ: WSEL: B ~ AUG 16 11 ~;.111111 142.lilJil 1l15li!!!1 7').l7 •l8 1.:"i4 CF= DATE: REACH US = DB = GCQ: WBEL: 705.00 AUG 23 a 113.00 142.00 179~D 708.02 DATE: REACH US ~. OS = GCO: WSEL: AUG 12 113.00 142.00 19000 708.31 DinE: REACH US = OS = GeQ: WSEL: AUG 27 277111111 71111.91 SUBSTRATE INFO BTA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 .------~--..- DEPTH VEL V.4 ~$--_._-_._- DEPTH VEL V.4 4 -------- DEPTH VEL V.4 5 -...........----- SUB C()V n I..... N.p. ~~•~il l3.Ii.I 12.111 16.III 21l1.0 24.111 28.Iii 31.7 :::;;2 ..{ZJ 34.III 36.111 38.111 39.1~ 4111.0 42.111 44.111 46.li1 48.1.'1 5111.Ii! 53.f!~ 54.111 57.0 58.111 6Lil,iii 6Llil 62.III 64.111 65.111 69.1.i1 71.i1.111 73.(il 77.111 .111/i.1 .01i.1 •Ii.lLil .1i.10 .1111l1 .00 .li.lli.l ./i.10 .I1llil .lilJi.1 .1.i1111 •11I1.i1 .01.i1 •l1ll11 .l!!lil .0Lil .0111 .IMI .0111 0.11i.1 I Iii.15 ,!J.3~) 1 0.33 111.38 111.4111 \ 1)).44 '!f.52 lli ..55 ,!J.55 1j(1.61l1 111.75 1.Ii.llli •IZIIiI •IZIIZI .111111 .1110 .1110 .00 .111111 .1110 ;1.i10 .1110 •Lilj(1 .lillil •1i1111 •111111 .1110 .1110 .0111 •11l1i.1 .00 0.01.i1 111.15 I 111.6111 111.65 1 0.75 1!1.8121 111•94 1 1.22 1.35 1.71il 1.58 I 1.20 2.1111 .l1li, •lillil .l1llil . oI!! .111111 .11)0 •111121 .1.i10 .0liJ .111121 •111111 .1210 •lill.il 10.10 111.30 1111.4121 iii.5111 10.65 0.81~ I ~I.80 111.Sy.1 1 1•11!! 1.2111 1.40 1.54 1.68 1.96 2.11!l 2.66 2.8~1 1 ~·74 "".66 •111111 .1110 •l!llil •1i1111 .1110 •!1I111 .1110 •iii!!! •lill1l .1210 .0111 .0121 .1110 0.11211 111.31!l 0.451 0.6111 1.151 1.7121 1.701 1.7 III 2.1121 1 2.23 2.50 2.54 2 ..58 2.66 2.7111 2.86 2.90 ~}.11l21 3.18 1.111111 1.7lil 1.8111 2.40 1.70 •11l1il •lillil•oiiI .00 .1110 .1210 •111111 .1110 10.03 0.25 1°.28 121.30 1 111.48 111.65 1 •1!1121 11.15 1 •.31l1 11.41i1 1.5lil 11.88 2.l!1111 11.93 1.90 1 2.10 2.20 2.30 2.15 2.23 2 ..26 2.31 2.46 2.71 .1110 .01l1 .1210 •1i1121 .111111 •Lil0 .00 .Iillil 121.12151 0.35 121.51111 iii.65 111.8 41 1.1113 1.40 1.8lill 2.20 2.281 2.35 2.431 2.45 2.451 2.45 3.1ll81 3.39 3.70 4.2 III 4.20 4.20 4.2111 4.2111 4.2111 1.4111 2.1115 2.I1IJ21 2.I1IL~ 2.4Jl1 2.80 .111111 •111 I?! .1110 .00 .0111 •I!!L;j •111ft) .J1.1111 .011 .00 111.5111 1 0.55 Jll.58 0.60 1111.75 111.90 I 1.1.0 1.30 1 1.511:1 1.8111 1.90 12"f95 2.10 1 2.17 2.20 2.23 2.3lZl .....C'"'")':'II~.L. 2.55 2.6L;j 2.75 ~;.lillil .I1ILil .0111 .0111 .111121 .00 .1110 .0121 •fijl!} •111111 .1110 0.2111 111•50 1 0.65 111.BQI 0.881 0.95 1.501 2.1115 2.10 1 2.18 2.2121 2.951 3.20 3.23/3.25 3.27 3.3121 4.20 4.2111 4.21!! 4.20 4.2111 I .111111 .00 111.2lil 121.50 0.6111 iii.8111 1 • 1 iii 11.47 1.5111 I 1.75 2.111111 1 2.15.,..._.2.~. 2.31~ 12.45 2.6121 3.70 3.911i 4.1L1l 4.6111 4.70 4.75 4.9111 4.93 4.98 5.0111 5.04 5.12 5.15 5",242f 5.35 5.61Z1 .111111 I .0111 0.121111 1.01i1 1•6111 1.7111 2.21!1 2.57 I 2.6i!.1 2.61111 2.6111 3.111°1 3"2.~j 3.4L;J 3.65 I 3.90 4.2111 4.20 4.20 4.21Z1 4.20 4.2~1 4.2Lil 4.21(1 4.2111 4.2111 4.20 4.2111 4.21il 4.20 4.21!l 4.2~1 1.10 1.50 1.alii 2.11il 2.21iJ 2.4~1 3.0111 3.7111 10.1110 1111.0111 HI.I1Il!! 10.1210 10.00 1 iiI.00 12.00 12.0111 12.1i10 12.111 iii 12.011l 12.1i1l?1 12.0111 12.00 12.00 12.01Z1 12.0111 12.00 12.00 12.0111 12.01il 12.1110 12.0i!1 12.00 12.11)0 12.00 12.111111 12.0111 12.00 12.1%1 12.oIii 12.0i!1 5.2~i 5.2i!j 5.30 5.30 5.30 6.3111 6.31l1 6.31il 6.3111 6.30 6.3i!1 6:30 6.30 6.30 6.30 6.30 6.30 6.3111 6.31!! 6.30 6.30 6.30 6.319 6.3(~ 6.3111 6.3121 6.3111 6.3Lil 6.30 6.3111 6.3111 6.30 1 1 1 1 1 ]1 1 I 1 1 1 1 -I .'llI 1 f-'I>.;'..I::'(cont..)Summary qf hydraulic data collected at site 138.7L,Cress section 2. n I I-' N U'I ~-.-_.-~~,--_. ~'ilA DEPTH VEL V.4 DEPTH VEL V.4 DEPTH Vf:~L V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV 1------------.-------2 -.-.------------------.3 -----------------4 -----------------5 --.------ l'M.~I 11.::!.8 1.9:51 2,,6!!'3 ..~\QI 2.IiHi!1::'··liI9 4.2l!.11 13 • 38 4.2121 1 15 •98 4.2121 1 12.11ll1l 6.3111 Ell •iii 1 M 5l!i .1.91~12.58 ~:.5~5 I 3.21 4.2QI ..,..rr 4.2 iii 6.1111 4.2111 12.Iii 121 6.3121"_...'-IllJ 84.111 1i.51il 2.281 2.~jy-)4.211)3.IMl 3,,21 4.2111 3.5111 4.2 iii 6.HI 4.2121 12.iii iii 6.3QI at)..,!)1.51;j 2.4 Iii 1 2 • 37 4. 2111 1 :~;..21 4.2111 3.50 4.2121 6.10 4.2111 12.lihl!6.3111 B9.lii 1 ..5ej 3.2i!.f 2.37 4.2121 ~~~"21 4.2111 3.51!)4.21.11 6.HI 4.2111 12.121121 6.3lii C;l:::;•~!I 2"l(!j :5.3 iiI 2.97 4.2111 3.81 4.2l!l 4.10 4.2l!.1 6.7111 4.2l!.1 12.1~v.1 6.3 IiI a No fish observed. I Extrapolated or interpolated value. 11 1 1 J 1 J l -1 j J 1 ~-"j 1 1 IdbJ e c':""12 (cnnt.)Summary O~hydraulic data collected at site 138.7L,Cross section 3. RATING DATE: REACH US = OS '" GCQ: WSEL: CURVE: SEPT 2111 ~~'I1I.1%;1 11::';.190 1Iii 4 111111 7QJ6.25 A '"·-6.1117 D?HE: F~EACH US = DS "' GCQ: WSEL: B '" AUG 16 a 31110.11119 113.lillil 145111lil 707.lil8 1.54 CF"~ DATE:: REACH 1.18 ", OS = GCQ: WSEL: 71115.lil11l AUG 23 b 20QI.lill!1 113.01!1 1791.%1 7Q17.87 DATE: REACH US ::: DS ::: GeQ: WSE:L: AUG 12 101!I.lihi.1 113.0121 1900111 708.15 DATE: REACH US '" DS ::: GCQ: WSEL: AUG 27 c ft. ft 277lillZl 71111.61 SUBSTRATE INFO STA DEPTH VEL V.4 1 -------- DEPTH VEL V.4 2 ------.--- DEPTH VEL V.4 3 --.-.----- DEPTH VEL V.4 4 -------- DEPTH VEL V.4 5 -_~_----- SUB COV n I I--' N 0'1 S1I.iii 9.111 12.0 18.111 21.,11.0 22.0 22.6 24.0 26.Qj 28.0 3i11.lil 32.k1 :34.III 36.III ::::8.lil 4111.19 42.111 44.0 47.111 48.iii 51.0 52.QJ ::j5.~j 59.lil Mf.0 63.111 67.IiI .I11lil •lillo .1!1lil .100 .111111 •111111 .0111 .010 .IiJI1I .0111 •I1llil •I1llZ1 .IMI .10111 .11111f .0111 •li1l9 .0111 .lillil I lil.lil1 iiI.1115 Ilif.19 lil.6l!1 1.110 11.3111 1.9lil 2.1111 •lillll .0111 .lillil .0lil .lillO •liJ1l1 .lillO •lillil .lilli! •10 til .I'MI .!l10 .0121 .010 .1110 .00 .0111 •lilll1 .0121 0.lOlZl l Ill.0~'l 0.351 1.4lil 2.70 2.70 1 2.7111 3.35 2,,75 2.2J2i 2 ..511' •I1II!l •l!llil .0111 .01.11 .v.10 •III 0 .00 .00 .0121 .1!l0 .11H1l •1111il •lillil .lillil I iii.2111 0.4111IQ'.55 0.719 1 0 •9 3 1.lillli I 1.30 1.4 III 1 1.93 2.63 2.8111 1 2.73 2.93 •111111 •o til .0111 .1210 •111111 .00 •11119 .lillZl •l'll!l .01l! •111111 .00 .l2Ilil .1l10 0.151 iii.3121 121.751 1.2111 2.1Il1 J 2.40 1.881 1.70 2.41 1-."'"'~.-_'16 3.6111 3.60 1 3.6lil 0.MI 1.0l!1 2.4111 1.4lil 2.3111 •llll1l •lill1l .111121 .0lil •f2hll .0121 .Wlil •lily'! 1111.05 lil.1(!! 11i.1.18 0.25 I iii.28 0.30 1121.7111 1.10 1.20 1.3121 1.45 1.5111 1.811l 1.9111 2,,22 2.72 2.92 3.52 3.72 .0111 .01Z1 .0121 .0121 .00 .otil .01l1 .00 lil.I1h1S I 0.1110 111.45 I 0.9111 1Z1.85 I 12I~81!1 1.03 I 1.25 2.li18 I 2.90 2.98 I 3.00 3.23 , 3.30 3.60 3.60 3.6121 3.6111 3.60 1.05 2.40 2.7111 3.lIZl .12110 .00 .1210 •fll0 .111liJ 121.2121 10.26 111.4121 II!!.::;.5 V.I.30 1121.519 Ill.7111 10.75 0.8121 1 0.97 1.13 1.31il 1 1.4121 1.55 1.60 12.13 2.3Qi 2.5121 3.121111 3.2 iii 3.80 4.lill1l .111121 .00 .li10 .00 .1110 0.50 iii.53 I 0.60 0.91Z11 1.2121 fZl.85 I 0.5lil 1,05 I 1.6111 ..,"''''1~.1r;I'....... 2.47 2.90 3.20 1 3.65 3.BIZI 4.25 I 4.40 4.4111 4.4l!1 4.4lil 4.40 4.4l'l I .lillli .019 0.30 0.90 11.1121 1.30 1 1.36 1.SIiJ 1.70 11.75 1.BI11 11.7121 1 .6lZ1 11.85 2.HI 3.59 3.76 3.86 4.ell 4.iii 6 4.41 4.55 4.96 5.46 5.60 6.26 6.46 .1211!1 I .00 lil.61Z1 1.90 2.iii 5 I 2.2111 2.26\ 2.4111 2.61!1 2.9121 I 3 ..2t!i 3 ..5i!11 3.81Z1 4.2l!1 I 4.6111 4.6111 4.60 4.6111 4.6111 4.6111 4.60 4.61.11 4.6 I!! 4.6111 4.6111 4.60 4.619 2.1l~1 1.311' 1.HI 1.2111 1.9lil 3.61i1 12.III (1) 12.1210 12.0111 12.00 12.iii 0 12.1211.11 12.0l~ 12.0111 12.1110 12.0lil 12.111111 12.190· 12.0111 12.0lil 12.1i1l9 12.0111 12.00 12.00 12.lillil 12.0111 1121.1110 10.l!10 llil.0111 10.0111 1111.1i1l1l 10.0111 10.0f~ 8.51!! 6.3l..11 6.3fZl 6.3f~ 6.30 6.30 6.3 iii 6.3121 6.3111 6.30 6.3111 6.30 6.30 6.3 III 6.30 6.3111 6.3lil 6.30 6.30 6.30 6.3lil 6.30 6.311' 6.3a~ 6.3111 6.30 6.311l B Silty,turbid water,adult chum observed. b No fish observed. c Velocity at 30',changed from 4.2 to 3.2'. I Extrapolated or interpolated value. 1 }1 1 1 1 }1 J 1 1 1 ,I 1 J 1 Tilble C-<::'.L;8u~nary of hydraulic data collected at site 139.0L,Cross section 1. RATING DATE; REACH US = DS • GCQ; WSEL: CURVE: SEPT 20 a 74.00 70.00 10400 708.96 A =-2.01 DATE; REACH US = DS = Gm: WSEL: Et = AUG 16 b 21.111111 75.0li.1 14::\l!Il!l 709.5l21 0.64 CF- DATE: REACH US Q OS = GCQ: WSEL: 705~00 AUG 23 c 53.00 150.00 17900 710.15 DATE; REACH LIS :. DS = GCQ: WSEL; AUG 12 d 53.00 300.00 19000 710.35 DATE: REACH US "" DS = GCQ: WSEL; AUG 26 e 53.lilll! 30Ql.Illl11 317l!111l 712.62 SUBSTRATE INFO f,TA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 -------.- DEPTH VEL V.4 3 --------- DEPTH VEL V.4 4 -------- DEPTH VEL V.'I. 5 -------~--- SUB COV "") I..... -.J -..l I!I.l~ 2.111 4.0 8.Y.! lL0 12.0 1 ~,.7 14.111 16.1!1 18.111 2I1j.l~ 22./1> 24.1i:1 26.0 27.i!1 30.121 :3;1 •111 32 ..sli :3;~j.121 39.111 4111.0 4:';.0 47.111 5l~.0 51.111 54.111 55.JZJ 61i!.0 61.121 63.111 68.111 7111.121 .1I1!.!1 .011 .!!1121 .0121 .1i1!!1 .0121 .1210 •111111 .11ll1l .i!H!l .!!llll ..s!JJ!) .1110 .0111 •1111!1 10.26 s2).:3.5 1121.41 111.6l!1 0.8111 1111.83 111.9111 111.70 \111.7111 !!1.7111 1111.63 111.6111 1111.27 19.2i?j •111111 I .0s11 •111 iii .1110 .lZl121 .111(~ .111121 .lZllll •l'.l121 .1210 .1110 .11IlZ! .I1H!l •111111 .0111 .1110 .12Il!.1 111.1110 0.04 I 0.05 0.11151 0.111~) 0.1215 s2J.uJ5 f 0.05 0.05 1!l.05 1 0.1115 0.1115 , 111.05 l~.lill I 0.111111 121.0111 111.111/11 t 0.lil121 •11l1l1 .12IQI .0111 .1110 .lillZl .00 •III 0 ./110 .0121 .00 •Illlll lZl.22 0.44 0.66 121.77 1.10 1.18 1.26 1.510 1.82 1.9121 \ 1.78 1.62 1.50 1 1.47 1.38 1.3::. 1.•2lZl 1 1 • 1 III !i1.9111 Ji1.41i1 111.21/1 •111111 .l210 .1110 .11119 .00 .0111 .011l •f.!ll2l .0111 .1<110 .i!1l11 0.00 0.190 0.00 11l.011l 1!1.0QI 0.Ii.!111 121.1210 QI.111111 0.111111 111.1.!1lil 0.00 111.111111 I 0.111111 111.111111 I 111.illlli 111.111111 0.III 0 ~1.QI~I0.121-:, Ill.08 0.10 0.11111l 111.IMI I!I.llIll1 1!J.liI0 0.Q10 0.0111 •I~J21 .0';.! .011i •111121 .1110 .0QI •111S1J 0.HI I iii.25 0.411l IQ1.55 0.70 I iii.85 1.00 11.18 1.70 1.75 1.80 1.95 2.15 2.212J 1 2.14 2.1116 2.llIll1 1 1.93 1.72 1.65 1.3111 1 1.2'1 ~!:~; Sll.7l1l .I1H1i .01i.1 .0/!J .00 .111111 •QII1I •lillll 0.0121 0.03 1 0.05 iii.23 1 0.4J11 111.451 \11.5lil 111.5111 I 0.519 lil.49 111.48 111.45 0.41 lil.41!1 0.42 1 lil.44 121.45 lil.49 1 111.61 0.65 111.85 QI.92 11.~5 1 •.~.7 1.5lil 0.45 QI.50 11l.45 l~.3111 0.4111 11l.80 1.7111 •lllll! .0111 .111111 .00 •I!llil IJi.1.10 1.!1.27 l~.30 1!J.5lil \ 0.7111 111.9111 1.10 1.3111 1.5 III 1.6/11 1.9 III 2.0Ql 2.10 1 2.29 2.54 2.6l11 1 2.48 ~?2.~,_ 2.20 12 •18 2.1111 12.1112 1.60 1 1.53 1.38 1.111111 1.1110 .111121 .00 .0lil .00 .00 0.17\0.46 0.51 lil.85 0. 89 10.93 0.96 1.0111 1.04 1.106 1.11 1.13 1.15 i!1.94 1 0.67 0.60 0.57 10.53 l~.5111 Ill.651 1.10 1.131 1.3lil 1.36 1 1.49 1.8111 1.97 .i!ll!I .0111 1.Il~ 1.611l 12.05 2.2121 2.46 2.5121 2.8(4 3.18 3.18 3.40 3.62 3.84 3.95 4.28 4.36 4.44 4.68 5.0121 5.08 4.96 4.8111 4.68 4.65 4.56 4.53 4.38 4.28 4.1218 3.58 :3;.38 .1210 1 •lilll1 1.61Z1 1.55 3.1111 2.65 3.591 3.75 3.60 3.75\. 3.75 3.75 3.0111 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 3.75 .3.75 3.75 3.75 3.75 3.75 7.0111 7.121111 7.iii 111 7.00 7.00 7.fll0 7.00 7.00 7.00 7.00 7.00 7.oIII 7.00 7.fll0 7.1110 7.0111 7.011l 7.0111 7.iii111 7.0111 7.01!l 7.00 7.i!10 7.1210 7.1110 7.1!l0 7.1<110 7.0/21 9.III 0 9.111111 9.111111 9.111111 8.50 9.5l~ 4.30 4.3121 4.30 4.3121 4.30 4.30 5.30 5.30 5.30 5.30 5.30 5.3121 5.30 5.310 5.30 5.3j.1j 5.30 5.3lli 5.3!!t 5.30 5.30 5.30 5.30 5,"3~S 5.30 5.3!!t 5.30 5.3slt 5.30 5.30 1 1 -,1 -1 1 1 1 1 J 1 .~I 1 1 r.:~b]pC,,"::.]:'!.(u:mt.)Summary of llydraullc data collected at site 139.0L,Cross section 1. n, I--' N 00 ST'~DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV 1 -----...--.---~.----2 .------------------0---3 -----------------4 --------------.----5 ---------- 74.111 I .Q@ 111.Qlfil I 1111.:<;2 lil.18 I 1111.82 1.98 I 1.W-!I1!2.3121 13 •5111 3.75 1 9.0J21 5.30 8Qi.0 •1111'.1 111.12HZI i!J Ol 5SZi I'J.3111 2 ..3(~t 1.liJIlI 2.7111 2.7(1 11.1118 2.491 3.68 3.75 9.0!~5.3!~ 82.J!J ~I.191 111.00 1°·66 13.541 11.1118 2.72 I 1.10 2.55 3.84 3.75 9.IMI 5.30 9111.111 lil.65 .111.01Z1 1.:5111 1.5111 1.9111 1.4i!1 2.811!2.6121 1.91Z1 3.4121 4.48 3.75 9.0111 5.3tiJ 1111111.ill ~2'.95 111.I1HZI 1 •6lii 1.90 1.5111 2.IlIQI 3.HI 2.50 2.2l~3.3121 4.78 3.75 9.0121 5.3111 lHI.111 1 .-,.:::"111.1110 1 •',Iii 2.i!j(2J 1.9111 2.3llj 3.1110 2.50 2.40 3.4111 5.~ZS8 3.75 9.01.~5.3(!J."'..J 121~.1?1 2 ..25 0.1210 2.9121 2.4121 2.HI 3.37 3.11ll2J 3.52 3.4121 6.1118 3.75 9.121111 5.3J2J 1 :31i.1.111 1.65 111.11J!i.1 2.31~2.41~1.70 2.77 3.I1Hll 2.92 3.40 5.48 3,,75 9.111111 5.3,21 14QI.111 1.95 121.1110 2.6111 2.8111 1.60 3.07 3.0!i.1 3.22 3.40 5.78 3.75 9.lll111 5.3lll 1511i.1ll 2.25 0.1110 2.9111 2.9111 2.40 3.37 3.019 3.52 3.40 6.III 8 3.75 9.121111 5.30 a Clear water,measured only where upwelling o~curred.dead chum. b Measur~ments by llll'increments on rope. c Gravel bar extends from cross section 2 to 5'above cross section 1. d Chum seen. e Used true WSEL. I Extrapolated or interpolated value. l 1 1 )"j j 1 -1 -'-'--_._-~----"~._----'-----'-'---------'.'-"'_.-.-- Table.!C-'<3.L"(eont.)Summary of hydraulic data collected at site 139.0L,Cross section 2. RATING DATE: REACH US - w- GCQ: W5EL: CURVE: SEPT 21il a 1.liS.IMI 21..IllIZI Il~4lillil 71i18.96 A =-2.01 DATE: REACH US = OS = GCQ: WSEL: B ,- AUG 1.6 b 5lil.lllJil 84.l1llil 14511110 709.51i1 111.64 CF·" DATE: REACH US "" OS .. GCQ: WSEL: 705.00 AUG 23 c 62.00 53.00 17900 71121.15 DATE: REACH US =. OS = GCQ: WSEL: AUG 12 cl 62.11Ilil 53.J!ti!J 19111111lll 710.35 DAlE: REACH US .. DS .. GCQ: WSEL: AUG 26 e 62.00 53.00 31.700 712.62 SUBSTRATE INFO 2 ------.-- VEL V.4 5 --.................._......-. VEL V.4 COV 5.30 5.30 7.31!l 4.2121 4.2111 4.20 4.2121 4.21il 4.20 4.20 4.20 4.20 4.20 4.20 4.2lil 4.20 4.20 4.20 4.2111 4.20 4.2lil 4.20 5.30 5.30 5.30 5.30 5.3121 5.30 5.3l!1 5.30 5.30 5.30 SUB 6.lill1l 6.1110 6.I1Jlil 6.1/10 8.12llil 8.0l~ 8.111121 8.0lil 8.012J 8.("fil 8.0111 8.111121 8.00 B.11l111 8.l1llii 8.0lil 8.1%1 8.1110 11.11.011) 10.I1Hll 1111•111 liS 10.121111 HI.111111 10.111111 HI.lillil lQI.010 10.lill1l 10.012) 1 iii.111111 1111.0111 HI.111111 1111.1110 1.3y':1 1.•lillil 1.552"QJ5 .11l01 1,"1210 1.9811.9111 1.77 1.71' 3.610 3.6 Iii 3.60 3.6l!1 3.60 3.60 3.60 3.6111 3.60 3.60 3.61if 3.60 3.60 3.6li1 3.6l11 3.6111 3.HI 3.6111 3.60 3.6li1 3.6111 3.6fZj 3.6li1 3.60 3.603*43 I .lill!1 1.l~l11 2.ll~ \ 2.30 '"co.....~,4 2.9!!1 3.1111 3.36 3.39 3.41 3.49 3.51 3.61 3.62 3.63 3.67 3.68 3.69 3.71 3.50 3.29 2.71 2.74 3.iii 1 2.91 2.95 3.1111 3.11 3.41 3.41 3.41 DEPTHVELV.4 4 ---.----- .1'0\.00 .1110 .0111 111.38 I lil.95 l11.99 1 1..l~3 1.12 1.20 1.25 1.27 1.33 1.36 1.40 1.31 I 1.28 1.25 Iii.90 0.55 0.2111 0.99 l.lil5 0.90 1121.49 0.45 11 1 • 39 1.111.28 0.16 121.1IiI Iii.58 , 111.7121 I .l1Jiil .l2Ilil .1110 •111111 Ilil.24 lil.60 1 0.68 12J.77 111.93 1.10 1.13 1.13 1.17 1.1.8 1.2121 1 1.38 1.45 1.5el 1 1 ""..-1:·i'~ 1.0111 1l11.47 0.41!1 1 111.43 lif.49 iii.510 lo .6l!l 121.8111 1 •111 Iii 1.10 10.94 0.9111 DEPTHVELV.4 3 ---.-----. .lillil .0121 .l'illl .l11121 .0111 0.31 I 0.48 121.65 lil.73 I f21.81?!0.95 0.76 1 0.75 0.70 111.9111 121.69 0.67 121.62 lil.611\ 0.58 111.55 0.55 121.441 lil.32 0.0111 iii.lil5 I 0.6l11 lil.1210 121.1110 I lil.l11111 0.lillil lil.05 0.13 I 0.45 111.6lil 0.58 I .0111 .0lil .00 .00 .!!10 1 111.31. 121.48 0.65 1111.68 0.7lil \ 111.78 0.80 0.9111 0.91 0.92 0.96 111.97 0.98 1.0111 I l~.79 l11.58 .00 10.03 111.31/1 Iii.2121 10.24 !!1.3lil 0.4111 121.7111 10.70 0.7111 \111.72 DEPTH 0.0121 l~.00 lil.l~12I 0.0!!1 lil.1110 111.1i11!1 1i1.01!l 111.00 lll.I1IJ?! .00 .00 .lill~ .1210 .0l11 •lillil .0111 lil.li.llil I 0.lillil 0.0121 1111.1111il 0.121111 I?!.I!ll?! 121.00 0.iii 111 0.121111 121.00 121.1110 0.lill11 1 0.0!!1 lil.l2ll?! 0.1110 0.Y)lil 0.0111 0.011l 0.12111\ 111.l1I@ QI.lillol lil.lillil lil.00 Iii.I1llil I lil.l11121 DEPTH .0111 .00 •1!1I11 .0l!l .00 .00 .Iif(" 1111.03 111.1I1l 1 0.35 121 ..54 0.610 111.62 111.63 iii.64 Iii.68 Iii.69 111.70 Iiii.47 !il.23 •Iillil .1210 .0l11 .1i10 •lill?!.oIii Iii.2111 Ilil.2lil SlJ.21!J 111.20 I lil.12 0.1lil VEL V.4 1.-------- .l1llil· •lill11 .liilZl .00 .00 •lill1l •Iill1l •iii 0 •lillil .0liJ .1110 .0111 I .111~ .liI!!1 .111°1 .00 111.l~lil 0.01i11 tZJ II I!Jl!l 0.00 I1I.lillo 0.1110 111.0121 0.l~0 111.oiii 121.00 111.l1ll~ 0.010 0.1110 iii.1110 lil.lil!!l ft.1.01~ .l1llil •lillli .IMI •Iii 0 •I1lliJ •1i1~1 .lil0 •10111 •Iii 0 •lillil .0111 .0l!1 •lil(!l .lillil .01i1 •l~lil lil.20 10.18 IE)~15 •lillil .lillo .lolil •lill!1 .0111 •I1l1ii .100 •v.1I!1 •Iii 111 •iil!.'l .0111 .lii ll1 •lillil DEPTH 32.~J 5TI' Iii.Iii 4.1!1 8.0 9.0 1111.2 12.r,1 13.I~ 14.111 16.0 lB.iii 19.5 21~j.QI 22.IZJ 22,,7 24.W 27.6 29.S!1 31il.lZl 34.lZl 36.iii 41.6 "12.Iii 46.1~ 56.9 58.lil 6111.lil 64.111 68.liS 7111.Iii 78.Iii 8t!>.l!1 n I...... N l.O 1 1 ~]1 I 1 1 1 1 1 1 i 1 'j 1 ~-_.,-_._.._._.._,-_.__._---_._--_._--_._-_.__.._-----._--_._-_..._------_._~-._-----------------_._-_._--,-------------_._-------_._.,----_._-_._._..__.----.-----------_.__..---- T ..,b]10'(>~::;.L,(cont.)Summary of hydrauli~data collected at site 139.0L,Cross Hection 2. n I...... Wo ST(..,DEPTH VEL V.4 DEPTH VE::L V.4 DEPTH VEL V.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV 1 ,..'-~'--'-'---_._.._--2 -----.-.--------.-.--.--3 -------"~--------4 --------....______n_'-_5 13B.l!I I •Q10 lil.lill!!I 1111 •2 6 111.12181 111.Blil 1 •l1Z1 1.4lil ").90 1.70 13 •51 ;:::.6(~I 10.(i10 5.3lil 9U.iii •(illil i!l.I1IJZf 111.,3111 Iii.lIZ'i!1.1ill!.1 llil.86 1.32 I 11Z1.97 1.82;I 3.57 3.6l!1 10.00 5 ..30 '14 ..j~~•;::lQi Qi ll J!.illi 1°.42 (i1.54 1 IIZI.98 1.761 1.10 2.10 3.69 3.6111 10.I1Hi.1 5.3Ji1 98.111 .lillil 1!l.IMI 111.54 111.98 1.10 2.2'!l 2.QJQ'j 11 •23 2.4111 1 3.81 3.6111 HI.IZIIZI 5.3'~ 111hZI.I!I lil.IZ16 I!I.~1lil 121.6v.1 1"2QI 1.5lil 11.18 2.36 1 1.3lil 24155 ;:::.89 3.6111 10.@0 5.30 11.'16.111 111.3lil 0,lillil Iiii.78 1.74\1.42 2,84 1.5111 3.111111 4.13 3.61Z1 HI.I.illil 5.3111 lIZ18.lil 111.38 iii.11HZ'0.84 1.92 1.5111 3.0111 2.80 1 1 •69 3.09 1 4.21 3.6111 1121.0111 5.30 11111.Jil lii,56 Iii.i!llll IZI.9Iil 2.1111 1.5111 11.68 3.1218 1 1.87 3.17'4.39 3.61il 1111.01!.l 5.3JZl 1 l8.QI 1.28 O,00 11.70 2.421 2.410 ~;.41i1 2.80 2.61 3.51 5.1l.3.60 1 Ill.01i1 5.3Qj 121ZI.0 1.25 Iii.I1llil 1.91.il 2.50 1.9111 1 2 • 37 3'41111 2.8111 3.6121 5.08 3.61il 10.0lil 5.30 131Z'.IZI 1.95 0.01!1 2.60 3.2QI 1.80 3.07 3.4121 1 3 •22 3.60 1 5.78 3.6lil 1121.00 5.3121 14111.iii 2.45 Iii,1!.11i!3.10 3.21Z1 2.6l!1 3.57 3.40 3.72 3.61i1 6.28 3.61Z1 ilil.1i111l 5.31!J -~~~._-~---._--------~-------------------------~-------------------------~------------~-----------------------~-----------~------ j;\Only backwater where upwelling occurs. b Measured in 10'increments with rope. c Chum seen,gravel bar at 41.6-56.9',Overtopped with flow at 90 degree angle. d Chum seen. e Next to staff gage at 13', I Extrapolated or interpolated value. 1 I I 1 1 1 1 J 1 J 'T"bll~C<'.I::;(umL)SummAry of hydraulic data collected at site 139.0L,Cross section 3. RATING DATE: REACH US a OS : GeQ: WSEL: CURVE: SEPT 20 65.00 62.00 10400 708.96 A =-2.01 B - DATE:AUG 16 a REACH US =65.00 OS =62.00 GCQ~14500 WSEL:709.50 iiI.64-CF ,.- DATE: REACH U~i = 08 '" GCQ: WSEL: 70~i.1111!! mJG 2:;b 65.011) 62.l2lfi.1 179111111 71121.15 DATE: REACH US '" OS .. GCQ: WSEL: AUG 12 65.lill1\ 62.0111 19.1100 71111.35 DATE: REACH US = DS =, GCQ: WSEL.: AUG 26 65.111111 62.1110 31711l!11 712.62 SUBSTRATE INFO -----.~--3 -------- STA DEPTH VEL V.4 -------1 -------- DEPTH VEL.V.4 2 --------- DEPTH VEL V.4 DEPTH VEL V.4 4 --------- DEPTH VEL V.4 5 -------- SUB COV n I I-' W I-' iii.iii 1..3 4.0 8.lil HI.III 17::.0 14.1 16.0 22.QI 26.0 3kl.l!1 35.~j 35 ..6 54.111 56.121 61.7 63.111 64.0 66.l!1 68.0 7111.I!! 74.111 ~/8.1!l elll.0 82.0 84.111 8b.!,!1 89.0 9!11.111 92.l'!l 93.s!J 94.121 •iii I!! •l1liil •111 iii .121121 .111111 .1110 •l!1I!I •l!llil .lillli •111121 .li10 •121lil .li@ •~llil .'110 •111121 .111111 .li10 .l!.II!! •l;jjl1 .00 •l;jll1 .1211!! .11\0 •lillil •l;j121 1111.32 iii.8121I,i l 8''''-.."-' l1l.88 111.9 iii 1J1l.93 .li10 .0111 .1210 •11111\ •lZllil .00 •(~0 •l~kl .lill1l .01.;j .li10 .01il .1110 .0111 .0111 •iiI0 .00 .li.i0 .IMI .00 .li10 •lii0 .lil121 .121111 .li10 .0111 l'!l.18 I 0.45 lil.64 I 1.01 1.20 1.28 , 1.3lil •111121 .lillil .0lil .0121 •11hil •11111l •IM!I •lil0 .1110 .00 •11illl .00 •1111il .00 .0lil .lZ10 •v.111l 1 0.1118 111.24 iii.40 1111.4111 0.40 1121 •4111 1!l.40 1 121.67 0.93 1.2111 1 1.40 1.4'7 1..6111 1 1.65 1.7111 .111l;j .0121 •lillll .0lil .1210 .oiii •lillil .0lZl .111111 .00 •1111!! .00 •lil111 .1210 .11111l .1210 •l'!ll') 0.IZl 31 0.1119 0.15 0.271 0.51Z1 0.83 , 1.1110 1 •1:;:I 1.27 1.411\ 1.71Z1 1 1.80 2.12Il!1 1.981 1.95 1.70 •11Ilil .00 •lillil .0lil •lillil .0111 •lilI11 10.lil2 111.hl 0.15 I1f.1121 10.1111 •IZIIZI .01Z1 •liMZI •lil0 0.12 1121.21 0.4l'l 10.610 0.8111 0.90 111.al11 10.85 10.90 11.25 1.6I!1 11.83 1.9121 1 2.111121 2.1115 2.HI •Illlil .12110 .01il •f2lfil •0~1 .1210 .00 .lil01 •lillil •1211Z1 .1210 .0121 t .11l1ll •IZl0 •l'!l111 I .0121 lil.1.1 I 0.19 IZJ.35 0.531 111.7121 121.80 1.1115 1.18 I 1.311l 1.40 t 1.50 1.651 1.7121 1.83 11.89 J.95 0.85 0.85 1.011l 1 A 25 1.:::';0 1.55 1 C:C'•"'oJ •121,11 .100 .0121 .00 .1210 1 0.10 0.21 0.3111 0.4(i1 11Z1.50 0.6121 .1110 I .l1h11 •/2I1Z1 0.30 IlZl.59 IZI.65 0.7111 1 111.67 lil.63 0.6fZ1 10.8111 1.00 1 1.10 1.2lil 1.30 1 1 •61Z1 2.105 2,,20 1 2.3~1 ~~71:::' L.•.j..J 2.40 •fll0 .00 .00 .0121 .00 0.13 1 0.27 0.4121 1•HI 0.63 I 0.15 111.1210 111.00 I 0.00 0.05 0.30 1 IZI.36 0.40 0.52 1 0.63 0.75 1.131 1.5111 1.6°1 1.7121 1.8lil 1.931 2.13 2.2111 2. 27 12.31 2.34 I .111121 .111121 l'!1.9111 2.1110 12.30 2.60 12.71 2.80 2.96 3.1216 3.16 2.56 2.56 2.56 2.86 3.15 3.21 3.26 3.23 3.19 3.22 3.36 3.56 3.66 3.76 3.86 4.16 4.61 4.76 4.86 4.91 4,.96 .0(.'\I .01Z1 1.10 1.IZl0 1.41Z1 1.20 1.9:3'.I 2.45 1.85 2.42 I 2.40 1.85 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 6.0121 6.oiiI 6.1210 6.00 6.11I1!l 6.1210 6.00 6.00 6.1210 6.121111 6.00 10.00 1111.00 10.00 1111.00 1121.Iillil 10.1210 1Y.l.00 10.0111 10.1110 1I3.0l;j 12.00 12.li1l1l 12.lill11 12.00 12.01Z1 12.1110 12.0111 12.0111 12.00 12.iiI 0 12.0111 8.40 8.40 8.4121 4.20 4.2111 5.21il 5.20 4.20 4.20 4.20 4.2(1 6.20 6.20 6.20 6.20 6.20 6.20 6.21Z1 6.20 6.2111 6~20 5.21Z1 5.2111 5.2121 5.21Z1 5 ..20 5.20 5.2111 5.2J!J 5.21!J 51l2QJ 51'2i!f -1 1 1 1 1 1 1 1 ]--1 -1 1 1 J -j ••..•.__~.__._._,.__..•_._.._.__.• .•·__w.···._._.. ,._._,•._.._._.._~__.__•.~.•._ Tahle C-3.13 Icent.)Summary of hydraullL data cpllect~d at site 139.0L,CroGs section 3. 3 _._M_.~· VEL V.4 12.25 2.1i161 2,,3lJ.j 2.HI i.3lil 1 2 •36 21122 2.39 2.28 2.48 2.46 2.fZll?l 12.:51 2.52 2.6111 2.]1i1 2.92 2.70 3.62 2.7 iii 3.82 2.70 r 2 .55 2.45\/5.11 2.Ml 2.48 5.16 2.]0 2 ..55 5.26 12.78 2.65.5.J.4 3.100 2.95 5 ..56 2.77 2.95 5.33 2.92 2.95 5.48 3.JZ17 2.95 5.63 3.77 2.95 6 ..33 3.97 2.95 6.53 VEL V.4 SUB CDV5__·___·___~1 2.(75 12.lill?1 5.2ti1 2.95 12.190 5.2l!J 2 ..95 12.1!l1O 5.2~!1 2.95 12.1i1121 5 ..2JZl 2.95 12.lilfil 5.2Qj 2.95 12.fill!.!5.212S 2.95 12.0L~5.20 2.95 12.111111 5.2l?1 2.95 12.0111 5.2~ 2.95 12.01!l 5.20 DEPTHVELV.4 4 -------- DEPTH 1.65 2.3Ql DEPTHV.4Vl'::L 1.88 11.85 i.81i1 1.921 ':J ')8_I "'-. 2.4-1i1 2.4 iiI 2.40 2.4lil 2.40 2 2.~jl!j 2.3J2I 2.4~j 3.15 3.35 DEPTH 1.8~; 11.91il 2.QjQj 1 2.1Ii' 2.4lil 1.5121 1.90 1.5 iiI 1.42 \1.4 2 ..2121 --.,--.---_....• STI',DEPTH VEL .-..-~--~---"._,1 9"7.j;'1•lileJ 1.5f!1 98.111 I ~.~~~~•~IZ.~I1.J!))~~..fj I J....:...-",~••:H9 I Ilill •iZl 1•:3,21 1.51?} UiI4·.iii 1 1 • 4 :: i 1.T31Ilil~"i.Iii 1 ..510 ~.~~H18.~21 1.6~:i ",.L4.) Ill.1!!1.81!1 r-~......~ "::'".t:.oiJ 121.(01 2115QJ 1.9121 126.IiI 2.710 2.4121 s No fish ob~erYed. b Fish tag on bank,ponded from 14.1 to 35.6'. I Extrapolated or interpolated value. n I r-' W N -1 J 1 1 1 1 1 1 J ---..."j .~1 1 1 Tsble C-3.13 (cant.)f:i!..unlli"I'·y of hyd"'aulic dat<l.c:pller..tt?u at ~>itf.~1::;9.0L,t::r"of~5 section 4. HATING DfHE: REACH US r- DS '" FiC(;!: WSEL: CUHVE; SEPT 2111 15111.1111!1 65.1110 1 l214 IMI 71118.96 A =-2.01 DATE: REACH US r- DS • BCQ: WSEL: B - AUG 16 a 80.00 65.00 14500 709.50 0.64 CF- DATE: REACH Lm r- DS = GeQ: WSEL: 7111e-i.lilli) flUB 2:~;["l .:!olillil.I210 65.111121 179111111 71li'.15 DATE: REACH Ub ~. OS = GCO: WSEl..: AUG 12 c 5111.111111 6::i.1110 19lill0l11 71QI.35 DATE: REACH US ;c. OS '" BCQ: WSEL: AUB 26 d 75.@1?1 65.li1Ql 317111121 712.62 SUBSTRATE INFO ElTA DEP1~VEL V.4 -------1 -------- DEPTH VEL V.4 -------2 -------- DEPTH VEL V.4 3 ----~--_...... DEPTH VEL V.4 4 -'------- DEPTH VEL V.4 5 .......--_....._-- SUB COV n i ~ W W 121,Iii 4.111 8.1~ 12.lil 13,0 15.8 16.Iii 22.Iii 24.6 28.111 40.5 42.Qf 44.111 46.l21 47.111 48.0 5fi.1.111 52 ..m 54.i!j 55.10 56.111 58.11.1 61!1,lZl 62.Qj 64.19 66.121 b8.1!! 7l!1.fl.l 72.111 74.lil 76.111 8111.0 ."10 .l210 .l1llil .00 .li10 •flIlZl •i!1111 •1111il .lMI •lillil .lZ10 •111121 •li10 •lillil .lZ10 •111 I!! •l21111 •111111 .IMI •1211!l 1111.1117 lZl.2111 II1i.25 Qi.,30 Ilil .6111 111.9lil I 1•111l::! 1•HI 1 1.3111 1.5121 1.7111 2.lIZl .1110 .1110 •121111 .1210 .1110 .0111 .0111 •l;;llil .0l2J .00 •IZl0 .1111' .1110 .10111 .1210 .01l1 •111li1 .0121 .111111 •12\li' 111.02 I 0.li15 0.23 I 0.4121 111.61 0.82 1.li19 I 1.35 1.20 1.5111 1.65 1.80 2.1l21 1.75 •lill!l ,•lillil •lil121 .00 •lil111 .0111 .0111 .00 .121lil .1110 •I1IIi.l •Lil121 •111121 .00 •111111 10.13 111.4111 1 ,~.5~ !(1.7.::. 121.82 0.90 1 1.121111 1.1111 1.20 1 1.3111 1.40 1.5111 1 1.83 2.17 2.50 \ 2.6121 2.75 •li)l~ .l1fL'! .l1h~ .00 •1~11i) •12\11I .00 .00 •LilI11 .1Z10 .I1I1~ .00 •I1jl~ .01i) .00 121.051 0.15 '"....,.1t:I.0 ....... 0.52 111.61 0.7111 0.80 1 liI.9l!l 1.IMI 1.17/....,.1"............. 1.5lZl 1.53 11.57 1.60 2.3111 I 2.5lil .0111 .0111 .121111 .I1HlI •IMI •lillil .1210 •l!1lZI .IMI •lillil .l!10 10.17 111.40 Ili,.45 0.48 Ii).50 1111.71.11 0.9 Iii 1 1 •11l5 1.13 1.20 11.35 1.50 11 •7 1Z1 1.9lil 12.15 2.4121 12.5111 2.6l1) 12.8m 3.1110 13.2 2 .1110 .0111 ·01~ .11110 .121111 .I1Hil •l1llil l•111111 .0l1 •lillil I •l111il 121.151 0.35 0.43 1 0.46 0.5121 0.61111 0.70 lil.78 1 0.81 111.85 1.11151 1.25 1.401 1.55 1.731 1.90 1.951 2.oI!! 2.4/Z11 2.BI11 2.81111 0.7121 111.811l 1.2lZ1 1.20 1.35 1.7111 1.9111 •lillil •lZllil .Iilli) .00 .0111 0.08 Iii.lil8 O ~~...::..... l!j.32 1:1.42 1121.1115 .0lil 1111.25 (i1.5lil llil.63 0.75 1.11)111 11.20 1.4lil 1 1.45 1.5111 1.60 11.75 1.9111 1 1.93 1.97 2.1210 12 .3 0 2.6121 1 2.77 2.97 '"'"'_'•.:>7 .lil0 •'ill!! .00 .tlll1l .00 111.04 Iii.1114 0.12 0.15 0.20 0.02\ 0.J(Jlil 121.201 111.40 lil.43 1 Iii.45 0.50 111.651 0.80 iii.83 1 0.85 0.90 1.2lil I 1.50 1.65\ 1.80 1.95 2.3111 I 2.65 2. 8 °12.80 2.8111 0.9l11 1.4lil 2.1l11 2.30 I..,......,L.__''':'' 2.38 2.50 2,,50 2.88 2.98 2.61 2.56 2.81 3.1116 3.19 3,,31 3.56 3.76 3.96 4.01 4.1216 4.16 4.31 4.46 4.49 4 ..53 4.86 5.16 5",13 5.33 5.53 5.93 1.35 1.8lil 2.15 2.6l11 2.73\ 3.08 3.1111 2.65 2.8i!i 2.8121 2.8121 2.80 2.8121 2.8111 2.80 2.8 Ii! 2.8111 2.8l!l 2.80 2.80 2.80 2.80 2.8121 2.8121 2.80 2.8lil 2.8121 2.8lil 2.8l!.l 2.8l21 2.eli! 2.8111 1.20 1.75 1.85 1.7121 2.15 i")......c-.;;.."·_..oJ 6.l~'il 6.0121 6.1l1l21 6.00 6.l!llil 6.0lil 6.0121 6.0lil 6.00 6.0111 llil.00 10.QllZl 1l11.lillO 1121.0111 1121.0/21 Hl.1110 1121.l!1l!l 12.0121 12.1110 12.00 12.12llil 12.0121 12.121111 12.121J11 12.0111 12.111l11 12.0111 12.0lil 12.111(11 12.0111 12.0111 12.0121 4.2111 4.20 4.2lil 4.2111 4.2111 4.2 iii 4.2'11 4.20 4.20 5.2QJ 5.2~j 5.2f!J 5.2i!J 5.2J!i 5.2121 5.2lil 5.2111 5.211l 5 ..2QJ 5.2J!J 5.2111 5.20 5.2~ 5.2J!J 5.20 5 ..2J!I 5 ..2f!l 5 ..20 5 ..212J 5.2/21 5 ..212J 5.20 t J 1 -)-)]1 1 j 1 i ]1 J 1 j '1'",1.,1 p C·_·::',.1~,(con t.)Summary of hydraulic data collected &t sIte 139.0L,Cross section 4. n I I-' W +:0 _._~.,.._._•..•"~~__u_~_,._.-'_..'~__._~,......•__.._p~..~w~__•~~~._~~_~.._n ••__. ._.__~_._.__•••_.~._.........,"~.~~..•_,_._.~._,_.__• _....._.__•n n_'_'__•~__._••__._~_...-"~"""'''''''''''''~._._.__••,._••'H ..........__ Ei"I!;DEPTH VEL V.4 DEJ"TH VEL V.'}DEPTH VEL 1,'.4 DEPTH VEL V.4 DEPTH VEL V.4 SUB COV 1.--_._._-------.-._.'-'--'--"-2 -.------_..----'...--.--3 -.---------------4 -----------.-----5 -------- <1m.I~2.6QJ 2.~;,!J 1 .•61!1 I ~~.:25 2.501 13.12 2.81iil 1:3.87 2.8111 I 16.43 2.801 12"(;HZ'~).2Qi ~Chum seen. b Chum seen ponded 15.8 to 24.6'. c Ponded belDw gravel bar 13-42'. d Fish seen,head pin under water. l Extrapolated or interpolated value. 1 j 1 )-,i }i E J J j ]]I ] l",hl(,"C~~:,,,14 E~mmAry of hydraulic data coliectHd at 51ty 139.4L,Cross Baction I. RATING DATE: REACH US = OS = GCU: WSEL: CURVE: SEPT 18 a 84.00 100.00 8.370 712.70 A =-1.49 DATE: REACH US ~ ~= GCQ: WSEL: B - AUG 16 b 59.00 60.0l!l 14,500 713.54 0.49 CF- DATE: REACH US = DS = BCQ: WSEL: 71f!1.mV.1 AUG 2:'~c: 84.IllIZI 2111111.V.11l1 17,9111111 713.9:5 DATE: REACH US = DS = GCU: WSEL: AUG 12 d 84.00 31!l0.00 19,000 714.04 Df.\'TE: REACH US ~ DS '" GCQ: WSEL: AUG 26 31,7ml11 715.19 SUBSTRATE:INFO ST(~DEPTH VEL V.4 1 --_._._-~-~- DEPTH VEL_.__._----:~ \/.4 DEPTH VEL V.4 3 -------- DEPTH VEL.V.4 4 -------- DEPTH VEL.V.4 5 ------.-- SUB cov n I ~ W <.11 1!l.l1l 8.8 j 4.111 18.0 212'.0 2Qi ..2 22.Q' 23.QI 24.l1l 26 ..lil 27.5 2B.iii :::;111.l!l 32.111 ::'A.l!.1 36.lil 38.m 40.111 42.l!J 44.10 46.111 48.111 5lZl.0 54.I1S 58.((1 .l1lliJ .0lZl •lillli .00 •l11lil •121lil •lZilil •1110 .iZ10 .lillil •lillli fi.1.1!l6 lil.3lil 0.310 111.4111 Ill.70 111.9f!l p.15 1.4111 11.55 1.7111 11.95 2 •.2JEf 2.Blil 3.IZHZi .lill!l .li10 .fi.10 .00 .((10 •III 0 •li.llil .00 .00 .00 .01Z1 0.02 111.10 0.1111 IZI.20 1<,'1.22 IZI.85 0.65 1 111.45 Iii.631 11i.81Z1 111.951 1.10 1.45 2.111111 v.l.3111 111.45 Ill.45 Iii.7111 V.I.85 1.6121 .1111il .lillZl •111 III .00 •1l1l1i .l!IIil •iii 111 .00 1 V.1.21!! V.I.6111 lZi.90 1.0v.l 1 1.10 1.20 1.31il 1 1.47 1.63 1.av.l 1 2.iii 7 2.33 2.6l!1 2.79 3.04 3.64 3.84 .1110 .00 .1Z1I!! .00 .lli0 .010 •1111!! •111111 IlI.li181 0.24 111.36 iii.40 0.47 1ej.53 lil.6lil 121.80 1 1.lill11 1.20 1.10 1.431 1.67 1.9111 1.210 2.1110 2.00 2.v.1l1i 2.0l!1 •IllIZI .00 .01Z1 .100 .00 .0111 IIlI.19 0.29 0.4111 1 0.55 (i1.63 Ill.70 11.21Z1 1.70 11.85 2.00 12.2l!l 2.4lil 12.65 2.911l 13.1115 3.20 1 7 4 ....,,-\.,,-' 4.l!13 4.23 .1Z1I21 .010 .0121 .00 •lil111 .01Z1 0.24 10.:37 111.5111 0.551 0.59 0.61Z1 Ill.78 1 0.95 1.18 I 1.4111 1.6l!1 I 1.8111 2.13 t 2.45 2.83 I 3 ..2fl' 3.2111 I 3.2111 3.20 .l!10 .li10 •l!1I11 .130 •lill1l '1°·03111.30 Ill.45 111.6121 1 •1110 11.3111 1.4111 11.61il 1.8111 11.9ji) 2.llilZl 12.20 2.41!l 12.7121 3.01i.1 13.20 3.4 III 1 3.54 4.14 4.34 .1110 .1l10 .00 .00 .00 0. 1113 10..25 I!!.38 0.50 0.70 0.74 I 0.75 Ill.98 I 1.20 1.45 I 1.70 2.0::';I 21135 2.49 I 2.62 3.1l14 I 3.45 7 4""I......~ 3.45 3.45 I .111111 111.2~~ 0.60 1.20 1 1.45 1.48 1.7lil 1 1.90 2.10 2.5~~ 1 2.73 2.8111 3.1111 2.79 2.89 3.19 3.39 :::;.64 3.89 4.04 4.19 4.44 4.69 5 ..29 5.49 .001 0.96 1.85 1.75 2.60 2.30 ~.651 ~.66 2.7111 2.80 2.78 1 2.85 3.111111 3.III iiI 3.17 1 3.23 3.45 3.25 3.45 3.45 3.45 3.4·5 3.45 3.45 3 ..45 3.45 3.45 3.45 3.45 3.45 3.12l1l1 3.00 3.III 0 6.oiii 6.00 6.00 6.1210 6.0(4 6.00 8.00 8.0111 8.IlIQj 8.111111 8.00 8.00 3.0111 3.111111 3.1111Z1 3.IlIl!l 3.00 3.00 3.00 3.00 9.f211Z1 9.11111l 9.5 III 4.20 4.21!1 4.20 4.2 III 5.213 5.2111 5.2~1 5.2 III 5 ..2fZJ 5.20 5.2111 5.20 5.21Zl 5.20 5.20 5.20 5.20 5.2t!) 5.20 5.2111 5.2~3 5.20 5~2~if 5.2111 a No fish seen. b Rapid increase in depth &velocity for next 10',no fish seen. c No fish seen. d Backwater extends 10',surface velocity fast to 135',gravel bar extends 65'DS. I Extrapolated or interpolated value. ·-~1 1 J )I )I j 1 J I ]I J -[I',U j to!C-·:~"14 (cuni..)Summ~ry of hydr-aulic data colle~ted at Bite 139.4L,Cross section 2. fiATING NnE; HFACH us = D£i '" GeQ: WSEL; CUliVE; EiEPT 18 a ~:6.Qlt!l 1:14.111ft.) 8;5710 712."10 (4 '"--1.49 DATE; REACH US := OS = GCQ; WSEL: B '" AUG 16 52 ..tlH.i:1 84.1111~1 1450121 71::.•54 0.49 CF- DATE: RF~CH US := DS '" GeQ: WSEL: 71111.0111 AUG 23 b 72.0111 84.Will 17911lfll 713.93 DInE: REACH US == DS = GCQ: WSEL; AUG 12 c 52.11.10 84.111111 19li.h1!li1 714.1114 DI1TE; REACH US = DS == GCQ: WSEL: AUG 26 d ft ft 3171110 715.19 SUBSTRATE INFO s-rA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 2 -------- DEPTH VEL.V.4 3 -------- DEPTH VEL.V.4 4 --------- DEPTH VEL V.4 5 -.------- SUB COV n I...... W 0'1 QI.0 ::::;,,5 8.10 110.10 11.5 12.111 14.li.l 16.111 18.111 2111.Iii 22.11\ :::4.111 26.H 28.~1 31~I.lil .11110 •111QI .10111 .11110 •111111 .12I1i.\ .fillil .l/lf<'1 10.45 Qj,.5i!1 (i1.45 1.2111 1.5111 1.5111 11.76 •f<'ll/l .l1hll .0111 •111111 •/..~0 •fill" .10111 .1110 QI.4~) 1.45 2.25 2.20 3.111111 2.75 3.15 21125 3.90 3.2121 3.90' .12110 .111,,1 .10121 .1110 .1110 .111'iI 1!l.30 1111 •65 1.11110 ,1.3111 1.60 11 .85 2.110 12.35 2.60 •1i1111 •IMI •111111 .l1h!l .100 .l110 1.410 1.551 1.711.1 2.6111 I 3.5J2J 4.QlI1I I 4.5111 4.611.1 I 4.70 1.710 3.l1hZI 3.80 3.811\ •10 III .00 .0111 .00 •lilY.! .0121 ,111.3121 11l.6111 10.710 1!1.80 11.5lil 2.2QS 1 2.49 2.74 2.99 .00 oI1l0 .010 .0111 .00 .Ql0 0.90\ 1.8111 1.98 I 2.15 3.231 4.30 4. 70 14.70 4.7JiI 2.15 3.2f!l I .0121 .I1Hil .00 0.60 10.98 1.10 1.3121 1.50 1.70 2.110 2.5111 2.35 2.60 2.85 3.110 •lillill .01!l .00 0.40 1.191 1.45 2.60 2.4121 2.4121 4.310 3.30 4.70 4.710 4.70 4.70 •lillli 111.2111 1.310 1 1.85 2.26 2.40 1.95 2.3QJ 2.65 2.95.,.,....£: .......J&:..J 3.5ilJ 3.75 4.01il 4.25 •10 IiI 1.lQ1 2.9111 3.65 14.21 4.4/..11 4.7111 4.7 iii 4.70 4.7/11 4.710 4.7111 4.70 4.70 4.7f21 2.9111 3.2 iii 6.rMI 6.1110 12.0111 12.l1lrll 12.0121 12.121l!1 10.Qilil 10.1010 10.010 lfll.111111 110.0111 1111.I!ll!l 1121.00 10.lil0 10.1iJr.~ 8.5111 4.3111 8.31!l 8.310 8.30 8.3lil 8.310 8.3121 8.30 8.:::;.10 8.31!l 8.3121 8.30 8.3111 8.3[21 a Grave bar 125 ft. b No fish observed. c Turbid water,no fish. d Gage not visible. I Extrapolated or interpolated value. 1 1 I !•j 1 1 )I ]i!~ r <,td.f'C-:,,"14 (can·t.)Bumm<:\I"y of hydr'ii\ul i.e did:."collf~ct'.ed at.6i tf~1::'8.4L,Cr"cis~.slrction 3. HPd'II\lG DATE: REACH Uti 0' DS 00 GC[,1: WSEL: C~~VE: SEPT 18 a 350.00 77.00 8370 '7 ~.......-rJ';( J ...-1:.../~~f A ~-1.49 DATE: REACH US a OS = GCQ: WSE~; B ~ AUG 16 b 5li1111.l1ll!l 5211 ~!"H!) 145Ji.H11 713.54 iiI.4',CF·· DATE: FiEACH US a OS '" Gen: WSEL.: 71111.Illfi.l AUG 2::::c :3I1h11.li.l~~) :31.0111 179lill1 713.9:::'; DATE: REACH US ~ DS ~ GCQ: WSEL.: AUG 12 d 500.00 52.00 19000 714.04 DATE: REACH US '" DS = GCQ: WSEL.: AUG 26 I? llil0.lilll1 ~2.(lJ0 3170111 715.19 SUBSTRATE INFO BTA DEPTH VEL V.4 -------1 -------- DEPTH VEL V.4 ;~--......._.....------ DEPTH VEL V.4 3 ----.--.--. DEPTH VEL V.4 4 ---.------- DEF'TH VEL V.45-_.__.__.....-SUB COV n I...... W -.I IiI.IiI 2.liS 6.0 9.0 9.6 HI.0 11.111 12.QI 14.lil 16.0 lB.0 210.0 22.0 24.m 26.121 28.QI ;::,(1.l1 32.111 ;:::4.111 38.fli .11H3 .1i.1~1 •li1!!1 .00 .11112i .0111 •111121 •Ql0 .12hil •!!hil 1:'1.20 IZJ jj 45 iiI.811 1.3lil 1.50 1.40 1.60 11.81i1 2.0l!i 2.5$25 •li11?l •IMI .I1HZl .12llil .lillil .li.l0 •Iii III .00 •lillil •illIZI I!J.2~Zj 1.00 1.45 1.5111 2.05 2.l10 2.3~J 2.m5 2lo30 2.30 2.80 2.45 2.881 2.95 2.1111 2.65 1.90 •IlHl1 .lilli.! •III 0 .oIII .lillil .00 .1110 0..20 1Ji.1.50 0.8111 \1.21i.1 1.60 1 1.87 2.13 2.4111 12.45 2.5'9 2.80 1 2.84 ....'7....'.....'14 •li.llil .0111 .1110 .00 .00 •lillil .00 0.llil lil.BIll 1 •5111 1 •5111 2.2li.1 I 2.90 2.2111 3.1111 3 ..30 3.50 2.51iJ 3.5fll 3.~it!J 2.ellS 3.4111 2.7 iii 3.4111 3.4 Iii •lillil .00 •lillil .0@ .0111 0.15 1 0.39 0.63 1.l1Z1 11.5111 1.9lil 12.25 2.6 III 1.70 2 ..73 2.63 2.83 3.1113 3.23 3.73 •11hl1 .0111 .111111 .0lil .013 0.121 III iii.45 1 121.9 iii 1.80 2,,55 t 3.30 3.401 3.50 3.41Z1 3.40 3.4111 3.40 3.4111 3.4111 3.4121 2.30 2.2111 2.75 I .111111 .lil0 •iii 0 0.31il 1111.311J Ill.30 Illl.85 1.40 1.50 2.10 2.4111 3.20 12.6li1 2.IMI 2.B4 2.74 2.94 :.5.14 3.34 3.84 • 1110 1.00 .00 l?:1.lZl0 lil.18 I 0.30 0.95 I 1.60 2.05 3.30 3.50 3.50 3.58 I 3.65 3.65 3.65 3.65 3.65 3 ..65 3.65 I .1110 .011i iiI.80 / 1.85 2.06 2 ..20 1 2.4111 2.60 3.1111.11 2.49 2.69 2.94 3.29 3.79 3.99 3.89 4.1Z19 4.29 4.49 4.99 .111111 I .lZl0 2.95 3.3@ 3.59 13.72 3.8121 3.4111 3.93 14.1115 4.304.10 4.30 4.3111 4.30 4.3 iiI 4.31Z1 4.30 4.3111 4.3 III 4.3111 4.~;ll1 4.30 HI.111l1l 10.1110 10.01iJ 10.00 10.00 10.0111 1111.1110 1121.0111 1 iii.010 10.00 1111.0111 1111.00 8.00 8.0121 8.00 B.1110 8.0111 8.1110 8.1110 8.00 8.50 9.5111 8.3121 4.30 4.3121 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 4.30 a Sharp drop off. b Distance measured with rope marked with 10 ft intervals. c No fish observed,but tags on bank. d Water turbid. e Large high velocity channel. Extrapolated or interpolated value. :~ C-138 -Table C-4 (Continued).Summary of surface areas and strengths of upwelling at DIHAB modeling sites. Table C-4 (Continued).Summary of surface areas and strengths of upwelling at DIHAB modeling sites. Horizontal Reach Study Cross Distance Length Upwelling Site Section (ft)(ft)Strength 130.2R 1 0 0 2 0 0 3 0 0 .....131.3L 1 17-20 75 SLI 110-117 175 MOD !"""133-137 140 SLI 2 34-38 100 SLI 98-108 350 IVlOD 108-122 30 STR 122-124 350 SLI 3 20-30 90 MOD 174-204 60 MOD 4 48-52 200 MOD 70-86 90 MOD 133.8R 1 32-36 5 SLI 1WJ.Iiil,.92-100 3 MOD 2 34-44 40 SLI 3 0..... 137.5R 1 32-36 125 STR I'"'"2 32-36 65 IVlOD 90-97 305 MOD 3 50-54 100 MOD C-140 C-141 ------------------------------------------------------------------------ Table C-5.Example of input data deck for DIHAB model at site 131.3L. ------------------------------------------------------------------------ SITE FOURTH OF JULY SPAWNING SITE RM(l31.3L) NXSEC 4 NQS 3 7680.0 16100.0 19900.0 WSELS 613.93 616.00 616.77 XSEC 1 40 1 225.0 225.0 CELL X S C U Rt D1 VI D2 V2 D3 V3 1 .0 ~r •.0 .0 .0 .0 .0 .0 .0 .8 .0 2 17.0 ~r ..0 1.0 75.0 .0 .0 .0 .0 .8 .9 3 20.0 ~r ..0 .0 .0 · 0 .0 .5 .0 1.3 .99 4 24.0 ~I ..0 .0 .0 .0 .0 .9 .3 1.7 1.11-5 28.0 ~r •.0 .0 .0 .0 .0 1.0 .3 1.8 1.23 6 32.0 ~l..0 .0 .0 .0 .0 1.1 .5 1.9 1.36 7 40.0 3..0 .0 .0 .0 . 0 1.2 .7 2.0 1.60 8 50.0 ~l •.0 .0 .0 .0 .0 1.8 .8 2.6 1.83 9 60.0 ~t •.0 .0 .0 .0 .0 2.6 1.2 3.4 2.07 10 70.0 ~r •.0 .0 .0 .0 .0 3.0 1.4 3.8 2.30 11 80.0 3..0 .0 .0 .0 .0 3.1 1.1 3.9 2.13 12 90.0 ~~..0 .0 .0 .0 .0 2.6 .9 3.4 1.96 13 91.0 3..0 .0 .0 .2 .7 2.6 .9 3.4 1.94 14 93.0 ~l •.0 .0 .0 .2 .7 2.6 .9 3.4 1.91 15 95.0 3..0 .0 .0 .3 .9 2.6 .8 3.4 1.87 16 97.0 8..0 .0 .0 .2 .8 2.6 .7 3.4 1.84 17 99.0 ~I •.0 .0 .0 .0 .9 2.6 .7 3.4 1.81 18 100.0 a..0 .0 .0 .2 .9 2.6 .6 3.4 1.79 19 101.0 ~I •.0 .0 .0 .2 .9 2.6 .6 3.4 1.77 20 103.0 ~I •.0 .0 .0 .1 .0 2.6 .5 3.4 1.74 21 104.0 JI •.0 .0 .0 · 0 . 0 2.6 .5 3.4 1.72 22 110.0 JI •.0 2.0 175.0 .0 .0 2.6 .3 3.4 1.62,"'"23 115.0 J:•.0 2.0 175.0 .0 .0 2.4 .1 3.2 1.53 24 117.0 JI •.0 .0 .0 · 1 .0 2.3 . 1 3.2 1.5 25 119.0 :3:•.0 .0 .0 · 1 .0 2.2 .0 3.2 1.5 26 120.0 :31 •.0 .0 .0 · 1 .0 2.2 .0 3.2 1.5 27 121.0 J:•.0 .0 . 0 · 1 .0 2.1 .0 3.2 1.5 28 123.0 J:•.0 .0 .0 · 1 .0 1.9 .0 3.3 1.3 29 125.0 :3:•.0 .0 .0 .2 .6 1.7 .0 3.3 1.0 30 127.0 J:•.0 .0 .0 .4 .7 1.5 .0 3.1 .9 31 129.0 J:•.0 .0 .0 .4 1.2 1.3 .0 2.8 .8 32 130.0 3..0 .0 .0 .4 1.1 1.2 .0 2.8 .8 33 131.0 J:•.0 .0 .0 .4 1.0 1.0 .0 2.7 .8 fAl 34 133.0 3:•.0 1.0 140.0 .0 .0 .5 . 0 2.5 .8 35 135.0 3:•.0 1.0 140.0 .0 .0 .0 .0 2.5 . 8 36 137.0 J:•.0 .0 .0 .0 .0 .0 .0 2.4 . 8 37 141.0 3:•.0 .0 . 0 .0 .0 .0 .0 2.1 .5 38 145.0 :3~•.0 .0 .0 · 0 .0 .0 .0 1.3 .3 39 149.0 3:•.0 .0 .0 .0 .0 .0 .0 .4 .0 40 150.2 2:•.0 .0 .0 .0 .0 .0 .0 .0 .0- 142 -----------------,------------------------------------------------------ 'f'ab Ie C-5.Example of input data deck for DIHAB model at site 131.3L. -----------------._----------------------------------------------------- WSELS 614.33 616.00 616.77 XSEC 2 34 1 350.0 350.0 CELL X S C U RL Dl VI D2 V2 D3 V3 1 .0 5..0 .0 .0 .0 · 0 .0 .0 .8 .0 2 34.0 5..0 1.0 100.0 .0 .0 .0 .0 .8 .3 3 38.0 5..0 .0 .0 .0 .0 .2 .4 1.0 2.8 4 42.0 5..0 .0 .0 .0 .0 .7 2.2 1.5 3.1 5 46.0 5..0 · 0 .0 .0 .0 .8 2.2 1.6 3.15 6 50,0 5..0 .0 .0 .0 .0 1.0 1.9 1.8 3.2 7 54.0 5..0 .0 .0 .0 .0 1.1 2.0 1.9 3.09 8 60.0 5..0 .0 .0 .0 .0 1.5 1.6 2.3 2.99 9 64.0 5..0 .0 .0 .0 .0 1.5 1.3 2.3 2.80r-IO 66.0 5..0 .0 .0 .4 .2 1.6 1.5 2.4 2.9 11 68.0 5..0 .0 .0 .4 .2 1.7 1.6 2.5 3.0 12 70.0 5.00 .0 .0 .5 .3 1.8 1.7 2.5 3.1 13 72.0 5..0 .0 .0 .6 .3 1.8 1.8 2.6 3.2 14 74.0 5..0 .0 .0 .5 .3 1.9 1.9 2.6 3.3 15 76.0 5.,,0 .0 .0 .4 · 1 1.9 2.0 2.7 3.4 16 78.0 5..0 · 0 .0 .6 .2 2.0 2.1 2.7 3.5-17 80.0 5."0 .0 .0 .5 .3 2.0 2.2 2.8 3.6 18 82.0 3."0 .0 .0 .5 .2 2.0 2.1 2.8 3.52 19 84.0 3...0 .0 .0 ,5 .1 2.0 2.0 2.8 3.45 20 86.0 3...0 .0 · 0 ,4 .0 2.1 2.0 2.8 3,38 21 88.0 3...0 .0 .0 .4 .0 2.1 1.9 2.7 3.3 22 90.0 3...0 .0 .0 .3 .0 2.1 1.8 2.6 3.2 23 92.0 3...0 .0 .0 .2 .0 2.1 1.7 2.5 3.2 !"""24 94.0 3 ...0 .0 .0 · 1 .0 2.1 1.7 2.4 3.1 25 95.0 3.o 0 .0 .0 .0 .0 2.1 1.6 2.3 3.1 26 98.0 3..0 2.0 350.0 .3 .0 2.0 1.6 2.2 3.0 27 100.0 3.· 0 2.0 350.0 .3 .0 2.0 1.5 2,1 2.8 28 108.0 3..0 3.0 30.0 .0 .0 1.3 1.2 1.5 2.2 29 110.0 3..0 3.0 30.0 .0 .0 1.1 1.1 1.3 1.9 30 118.0 3..0 3.0 30.0 · 0 · 0 .6 .8 .6 · 9 ~:31 120.0 3..0 3.0 30.0 .0 .0 .5 .7 .4 .6 32 122.0 3..0 1.0 350.0 .0 .0 .3 .5 .3 .4 33 124.0 3.· 0 .0 · 0 .0 .0 .2 .2 .0 .0 34 126.0 3.· 0 .0 · 0 .0 .0 .0 · 0 .0 · 0 ~WSELS 616.24 616.76 617.19 XSEC 3 63 1 450.0 400.0 CELL X S C U RL Dl VI D2 V2 D3 V3 1 .0 9..0 .0 .0 .0 .0 .0 .0 .0 · 0I"'"2 8.0 9..0 .0 .0 .0 .0 .0 .0.0 .0 3 10.0 9..0 .0 .0 .0 .0 .5 .0 .0 .0 4 14.0 9..0 .0 .0 .0 .0 .6 .0 .0 ,0 ~5 20.0 9..0 2.0 90.0 .0 .0 .8 .0 .4 .2 6 30.0 9..0 .0 .0 .0 · 0 1.2 .2 1.1 .4 7 34.0 5..0 .0 .0 .0 .0 1.2 ,1 1.4 .5 8 35.0 5..0 .0 .0 .0 .0 1.2 · 1 1.4 .5 F'"9 40.0 5., 0 · 0 .0 · 2 .0 1.2 · 0 1.6 · 3 ~I 143 - -------------_._-------------------------------------------------------- Table 0-5.Example of input data deck for DIHAB model at site 131.3L. -------------_._-------------------------------------------------------- ~ 10 44.0 5..0 .0 .0 .3 .0 1.3 .0 1.7 .2 11 48.0 5,•.0 .0 .0 .5 .0 1.4 · 1 1.8 .5 ..-12 50.0 5..0 .0 .0 .5 .0 1.4 · 1 1.9 .6 13 54.0 5~•.0 .0 .0 .6 .0 1.2 · 1 2.0 .9 14 56.0 5,..0 .0 .0 .6 .0 1.2 · 2 2.0 . 9 15 60.0 5,•.0 .0 .0 .6 .0 1.0 .2 2.0 .9 ~16 64.0 5,•.0 .0 .0 .5 .0 1.0 .4 2.0 .9 17 66.0 5..0 .0 .0 .4 .0 .9 .5 1.9 .9 18 70.0 5,•.0 .0 .0 .3 .0 .9 .7 1.8 1.0 19 72.0 5..0 .0 .0 .2 .0 .9 .8 1.7 1.1 20 74.0 5,•.0 .0 .0 .2 · 1 .9 · 8 1.6 1.1 21 76.0 5..0 .0 .0 .2 · 1 .9 .9 1.6 1.1 22 80.0 5,•..0 .0 .0 · 1 .0 .9 1.0 1.6 1.2 23 84.0 5..0 .0 · 0 · 1 .0 .9 1.0 1.5 1.3 24 88.0 5..0 .0 .0 · 1 .0 .8 1.1 1.5 1.3 25 90.0 5..0 .0 · 0 .2 · 1 .8 1.1 1.6 1.3 26 92.0 5..0 . 0 · 0 .2 · 1 .8 1.2 1.6 1.3 27 94.0 5..0 .0 .0 .2 · 1 .9 1.2 1.6 1.3 28 96.0 5..0 . 0 .0 .2 .0 .9 1.3 1.6 1.4 29 100.0 5..0 .0 · 0 · 1 .0 l.0 1.4 1.5 1.5 ~30 104.0 5..0 .0 .0 · 1 .0 .9 1.7 1.5 1.5 31 108.0 5..0 .0 .0 .2 .0 .8 2.0 1.5 1.6 32 110.0 5,•.0 .0 .0 .3 · 1 .8 2.2 1.6 1.6 33 112.0 5..0 .0 .0 .3 · 1 .8 2.2 1.6 1.6 34 114.0 5..0 .0 .0 .2 · 1 .9 2.2 1.6 1.6 35 116.0 5..0 .0 .0 · 1 .0 .9 2.1 1.6 1.6 36 120.0 5..0 .0 .0 · 1 · 0 1.0 2.1 1.6 1.5 37 124.0 5..0 .0 .0 · 1 .0 1.0 2.0 1.6 1.4 38 128.0 5..0 .0 .0 · 1 .0 1.0 1.9 1.6 1.4 39 130.0 5..0 .0 .0 · 1 .0 1.0 1.9 1.6 1.4 40 132.0 5..0 .0 .0 · 1 .0 1.0 1.9 1.6 1.4-41 134.0 5..0 .0 .0 · 1 .0 1.0 2.0 1.6 1.4 42 136.0 5..0 .0 .0 · 1 .0 .9 2.0 1.6 1.4 43 140.0 5..0 .0 .0 · 1 .0 .9 2.1 1.7 1.5 44 144.0 5..0 .0 .0 · 2 · 3 .9 1.6 1.7 1.5 45 148.0 5..0 .0 .0 .2 · 1 1.0 1.1 1.5 1.5 46 150.0 5..0 .0 .0 .2 · 1 1.0 .8 1.3 1.4 47 152.0 3.. 0 .0 · 0 · 1 .0 1.0 · 7 1.2 1.4 48 154~0 3..0 .0 .0 · 1 .0 1.0 .6 1.1 1.4.....49 156.0 3..0 .0 .0 · 1 .0 .9 .5 1.1 1.4 50 157.0 3..0 .0 .0 .0 .0 .9 .4 1.1 1.4 51 160.0 3.. 0 .0 .0 .0 .0 . 9 .3 1.2 1.3 ~52 164.0 3..0 .0 .0 .0 .0 .9 · 9 1.2 1.3!53 170.0 3..0 .0 .8 1.9 1.i.0 .0 .0 1.4 54 174.0 3..0 2.0 60.0 .0 .0 .6 1.5 1.1 1.5 55 180.0 3..0 2.0 60.0 · 0 · 0 .4 1.0 1.2 1.4 56 182.0 3..0 2.0 60.0 .0 · 0 .0 .0 1.3 1.4 57 184.0 3..0 2.0 60.0 .0 .0 .7 .0 1.3 1.4 ~ 144 _I 145 Table C-5.Example of input data deck for DIHAB model at site 131.3L. """ ----------------------------------------------------------------------- 39 202.0 3..0 .0 .0 .0 .0 .7 2.1 .0 .0 40 212.0 3..0 ~O .0 .0 .0 .6 2.0 .0 • 0 41 222.0 3..0 .0 .0 .0 .0 .5 .4 .0 .0 42 227.0 3..0 .0 .0 .0 .0 .0 .0 .0 .0 146 Table C-6.Weighted Usable Areas and Wetted Surface Areas with corresponding discharges for DIHAB model sites. Mainstem Wetted Spawning Study Discharge Surface 2 Chum Site (cfs)Area (ft )WUA (ft2 ) 101.7L 5100.134000.0 9600.134000.0 11400.255925.36842. 15300.313420.32037. 18500.372685.23098. 24000.17613. 105.8L 5100.17575.6. 7320.21700.136. 11300.30150.1028. 15300.35144.2111. 18500.44850.1817. 24000.2700. 114.1R 5100.37560.206. 7680.35760.206. 11000.55725.1795. 15100.74400.1684. 17900.80550.761. 23000.513. ....115.OR 5100.82900.926 . 7680.82900.926. 12000.86517.2882. 14500.151743.3059. 23000....4800 . 118.9L 5100.18590.452. 7680.22413.661. 10300.30238.793. 15100.36550.2093. .-17900.37675.1787 . 23000.1495. 119.1L 5100.9332.0 7680.10925.604. 10300.12038.1581. 15100.14550.2655. 23000.2995. C-147 Table C··6.Weighted Usable Areas and Wetted Surface Areas with corresponding discharges for DIHAB model sites. Mainstem Wetted Spawning Study Discharge Surface2 Chum Site (cfs)Area (ft )WUA (ft2 ) 125.2R 5100.108280.0 7680.373188.19122. 13600.419133.9872. 19100.482218.5728. 23000.697. 130.2R 0 131.3L 5100.77344.4. 7680.77344.4~ 10700.96456.4. 16100.176463.855. 19900.215549.1775. 23000.957. 133.8R 5100.19251.184. 7680.19643.221. 10400.27676.302. 16100.27860.195. 19900.28064.78. 22700.55. ~ 137.5R 5100.14725.O. 16100.27050.15. 19000.34038.30. 21000.60. 138.7l 5100.11100.427. .-10400 •20250.1513. 14500 28813.3189. 17900.34324.1664. 19000.35138.1290. 27700.45950.475. 139.0L 5100.33875.250. ~10400.43838.250. 14500.63313.360. 17900.71331.400.,...,19000.80950.400. I 31700.91919.46. 139.4l 0 C-148