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Home My WebLink AboutBradley Lake Final Supporting Design Report Vol 3 Calculations 1988A~skaPowerAu~orHy FINAL SUPPORTING DESlGN REPORT POWERHOUSE CONSTRUCTION CONTRACT MIDDLE FORK AND NUKA DIVERSIONS AND RESERVOIR CLEARING CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOLUME3 CALCULATIONS Prepared By STO~E & WEBSTER ENGINEERING CORPORATION JULY 1988 TABLE OF CONTENTS TABLE OF CONTENTS FINAL SUPPORTING DESIGN REPORT POWERHOUSE CONSTRUCTION CONTRACT MIDDLE FORK AND NUKA DIVERSIONS AND RESERVOIR CLEARING CONTRACT VOLUME 1 -REPORT AND DESIGN CRITERIA PART A -REPORT PART B -DESIGN CRITERIA VOLUME 2 -CALCULATIONS VOLUME 3 -CALCULATIONS 0242R-5049R/CG i TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT POWERHOUSE CONSTRUCTION CONTRACT MIDDLE FORK &~ NUKA DIVERSIONS AND RESERVOIR CLEARING CONTRACT VOLUME 1 REPORT AND DESIGN CRITERIA PART A -REPORT 1.0 INTRODUCTION 1.1 CONSTRUCTION CONTRACTS 1.2 FINAL SUPPORTING DESIGN REPORTS 1.3 GENERAL INFORMATION REGARDING PROJECT FEATURES ADDRESSED BY THIS REPORT 2.0 DESIGN INFORMATION 2.1 DESIGN 2.2 DESIGN LOADS 2.3 DESIGN AND ANALYSIS LOADING COMBINATIONS 2.4 STABILITY REQUIREMENTS 3.0 SUITABILITY ASSESSMENT 3. 1 POWERHOUSE 3.2 MIDDLE FORK DIVERSION 3.3 NUKA DIVERSION 3. 4 OTHER AREAS 4.0 GEOTECHNICAL INVESTIGATIONS 5.0 BORROW AREAS AND QUARRY SITES 6.0 DESIGN AND STABILITY ANALYSIS 6.1 GENERAL 6.2 POWERHOUSE, TAILRACE, AND SUBSTATION 6.3 MIDDLE FORK AND NUKA DIVERSIONS 7.0 BASIS FOR SEISMIC LOADING 7.1 GENERAL 7.2 SEISMOTECTONIC SETTING 7.3 SEISMIC DESIGN 8.0 BOARD OF CONSULTANTS 8.1 INDEPENDENT BOARD OF CONSULTANTS 8.2 FERC BOARD OF CONSULTANTS 0242R-5049R/CG 11 APPENDIX A TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT POWERHOUSE CONSTRUCTION CONTRACT MIDDLE FORK AND NUKA DIVERSIONS AND RESERVOIR CLEARING CONTRACT VOLUME 1 REPORT AND DESIGN CRITERIA PART A -REPORT DRAWINGS Exhibit F Plates Title 1 General Plan 7 Civil Construction Excavation at Powerhouse -Plan 8 Civil Construction Excavation at Powerhouse -Elevations 9 90 MW Pelton Powerhouse 11 Middle Fork Diversion, Intake Basin & Upper Channel -Plan, Profile & Sections 12 Middle Fork Diversion, Stilling Basin & Lower Channel -Plan, Profile & Sections 14 General Arrangement -Permanent Camp and Powerhouse 16 Powerhouse Substation and Bradley Junction 17 Main One Line Diagram 21 Nuka Diversion, Nuka River Outlet Structure -Plan 22 Nuka Diversion -Details 23 Upper Bradley River Outlet Weir -Plan, Sections & Details 24 Powerhouse, General Arrangement -Plan El 15.00' 25 Powerhouse, General Arrangement -Plan El 21.00' 26 Powerhouse, General Arrangement -Plans El 42.00' & El 60'-0" 27 Powerhouse, General Arrangement -Longitudinal Section APPENDIX B ATTACHMENTS B.l Construction Schedule Contract Dates 0242R-5049R/CG 111 TABLE OF CONTENTS (Continued) . FINAL SUPPORTING DESIGN REPORT POWERHOUSE CONSTRUCTION CONTRACT MIDDLE FORK AND NUKA DIVERSIONS AND RESERVOIR CLEARING CONTRACT VOLUME 1 REPORT AND DESIGN CRITERIA PART B -DESIGN CRITERIA 1.0 Hydraulic Design Criteria 1. Hydraulic Turbines, Governors and Spherical Valves 2. Tailrace 3. Middle Fork Diversion 4. Nuka Diversion 2.0 Control System Design Criteria 3.0 Mechanical Design Criteria 4.0 Structural Design Criteria Part A Part B General Structural Design Criteria Part B-6 Part B-7 Part B-8 Special Requirements and Design Criteria for Major Structures Powerhouse Tailrace Substation 5.0 Architectural Design Criteria 6.0 Geotechnical Design Criteria (Middle Fork and Nuka Diversions) 7.0 Electrical Design Criteria 0242R-5049/CG iv TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT POWERHOUSE CONSTRUCTION CONTRACT MIDDLE FORK AND NUKA DIVERSIONS AND RESERVOIR CLEARING CONTRACT VOLUME 2 CALCULATIONS STRUCTURAL Title WIND LOADS FOR DESIGN CRITERIA SNOW AND ICE LOADS FOR DESIGN CRITERIA SEISMIC DESIGN DATA POWERHOUSE SEISMIC ANALYSIS METHOD SPHERICAL VALVE FOUNDATION POWERHOUSE STABILITY -SUBSTRUCTURE POWERHOUSE BUILDING -WEST WALL (LINE E) GENERATOR SUPPORT BARREL 0242R-5049R/CG v Calculation No. SDC.l SDC.2 SDC.3 SDC.6 SC-214-6B SC-212-lOA SC-222-12A SC-219-36 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT POWERHOUSE CONSTRUCTION CONTRACT MIDDLE FORK AND NUKA DIVERSIONS AND RESERVOIR CLEARING CONTRACT VOLUME 3 CALCULATIONS STRUCTURAL Calculation Title No. POWERHOUSE -SPIRAL CASING SC-215-37 COMPUTER ANALYSIS OF POWERHOUSE SUPER-SS-223-7B STRUCTURE FOR DEAD, LIVE, SNOW, AND SEISMIC LOADS MEMBER DESIGN OF POWERHOUSE SUPER-SS-223-7C STRUCTURE OVERALL ANALYSIS AND DESIGN OF MAIN SS-223-7D STEEL FRAMING FOR POWERHOUSE SUPERSTRUCTURE GEOTECHNICAL Calculation Title No. POWERHOUSE AREA GROUNDWATER AND UPLIFT G(Ak)-27 PRESSURES MIDDLE FORK OF BRADLEY RIVER G(D)-103 DIVERSION CHANNEL ALIGNMENT HYDRAULIC Title MIDDLE FORK DIVERSION FLOOD FREQUENCY MIDDLE FORK BRADLEY RIVER SIMULATED HYDROGRAPH (PMF) TSUNAMI WAVE FORCES ON THE POWERHOUSE PROBABILITY THAT COMBINED TIDE AND TSUNAMI WATER LEVEL EXCEEDS VARIOUS LEVELS NUKA DIVERSION CONCEPTUAL HEAD DELIVERY CURVES MIDDLE FORK HYDRAULICS 0242R-5049R/CG vi Calculation No. H-030 H-031 H-045 H-052 H-055 H-058 STRUCTURAL CALCULATIONS STONE €. 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G-. ~ .u (__ 'DES ( ~ /\ I )._. I /.J. CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION IJ.O./W.O./CALCULATION NO. 'REVISION I PAGE A5010.61 . /£f)t;::_) :?3-<r~-fLI<;-;7 0 '2.-Q IREVI EWER /CHECKEr, DATE I'NDEPEND!NT REVIEWER /DATE Jj0 e: s, '2.'7 {g'2 J..l/1+ JBJECT I TIT I.E IQA. CATEGORV I CODE CLASS ~~r.JJ~..I .vi+ . SP'c:..-A' 11ASn.JG? /'LJ;.. 1,/!..-~ ... tf gt-r=-@ i 1 Sit..G/c..H Pc;; Z:O Bac.J't'A.'-'r LoA-P Oi.J f!.L;n e ~ fE-C.. 2, (}-0 I -=1... Y11 :: 02.~( t~+/-~U =-1.l F-/ f ~u-t~ ~/''-r d1.::..<. ~J6"M.b-._ ?r:c, ~c:-· -:-c :--. A sc: 1' = A. · 3. 5 ') (?;s) i" n_; I 3 . .;J' & . .; =-27 o di \ ~/ ~..UL/1<; "y, 1~-t \ ..,) -\-_., .I· ~ 1.. "*'r \ ..... \ I ?I c .:>o IoTA(_ 5DL.J(Af.J( L c')A!:) Fo.C-"'?~:r.;;c..{eD AJ:.,fA :;!/:.(::.. !.7(Z7o) =-46~/::.. t b)~ EL E.(Y./ .p., ~ vh. :: C:,24(t8-z \ i! 1.o ~~l!l I '--0 ) I . i>:J' !AJ """'. All..:= A L ~:':><:.HA~~ ::'"'"~ ->e<.. . 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PU. rr«-n ~ srl!!s-c.. ,:"' P' k:. 1 PL ==-~lt9 -t 144 -t 58 + 15. g = 3=321 r VEe..i HYDU~TAftC.. =-P2.t3 t 'P~ 22 _1. 1 ~) "DL c::-~.. c:,.c-o' "SlA? + VG?--:-HYo/ZO.;;Ttt7'1c (-5TM:::it::-r:. Cl>J..Jc o~~...:r A CPJsrtJ&l LJPf-1~( @ P~t.Jf. €-L ~o 1 To $GG IF=-'])G-&,.JPtt-JC::~ occ,u/;J;. (s ft-' ':l~AB) \ ,<" Fc4 ~O FAJ ,tr ;:;>>'i>(l-1 ~:,,.;eeL( ( /+ f DL =-1 L'-3 2 cP ,-27t? t/1 -/(l; ('3) cf1 :. 154-t/:1 (3 )fIt;) + 27o~t 3. S-3 ·t'{-g J) ,IS -+ ~ G ·3 { 5) 3 (. I'S) ;;:. ( 0 0 I k. t ... _ T2..iBU7'1d-Y A fLEA Z'STW!?S.>..J ~DL '-1"-'G @~ <?p;f-41.. ::.~oJ&] our: ... AI:-Az V~:r;_..,-H"!''?Zc-?:'AT!C. .:. 11..13 1' ~3 (5) (co ~.,n _I (S'Z-8 f:_ f ,;. 1 172'e>-A~ 1 -== ?z 1 k.. t =-~ e r L.iPt...tP-7 T:. ..\'-+y l. A~ : 152.7-/ so =. (., tt1J ::::. . !5 ,4(Q 1i!t)C/<.. VuJL Ho-ot~ I l>t.... tJ..(I.:JW ,.l;1c.J.-e,.-cwf t:I.J..y J..-r-rnT:IA1 ~-----------------------·------------~ .i.Jh =-10 (l.r;) =-2B.t; '1 'P/!..o-:JtE-c7ibAi ,? 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H ~ =-33 z 7 ( 2.1) =-e-~. gu,7 .P.rfL ~~-c;,q,e~y;4-os 3 ==-4.ljCJ/t.S :" 0\/EeTtJ/l.~tAJ{:q ~ole. b) o.?h j ~rt~ou fA,.{_ ~,..,t-1, <:.. { tJJJLJ~k<-) T~TA-t-~~0-TUK,£;JJG LAAO-IJO?~E LeAf/$ 1 SP(U<L.. ~r;..JC, 'D/2..{ Hoet~ -sersn1~ :. !S1(,'3t;) iZ3S(.B~) -t~z.8(.3t>) +47f8t~) -t-f4r~~<PJ) -t li.!fB~) +tu-(.3>) + t44 (.ee) +312~ f!<) -f-38(.M) +ls.a(.~e) + 9t91" ~ t1.3-3 re;c, = tBs~ ~ ~ ~0 ~ 1:.. ~ 4. ~ 7 { .s : .. 2e>t; s t1o =-. 3.;(ZS1) ?7 -r z~e (.ie) Ja.n -tqZa(. 3S) Zc... -r 47(. as) Zt;.;;e -t-14r(!~) .M -t-1?.3(19.41) s8 +zz~(n.~).8t; +r44. ~?JJ ,M -t 312"'(~5).3.5 r 38(8.7).88 -+-rf.8(5).e8 -r-3t'3(~33)-+ ~o (;) t Z33(5.-3-3) -+ tpo (~) .::. ?J 7 to~ ..#~-L 0 • u CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION l.J.O.IW.O.I CALCULATION NO. I REVISION I PAG! "'1 &5010 61 /.:;:),~. 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JVJe-mkzr::, 310, .3/B,, 519,. 3ZZ . .3~. 336; .3.37t 31:5;.3~,3.54-: w = 1a(o15 -+.04-d) + 'fff ~zt;o)(_.t)-B)j = o.'-3 k).p;- Jvt~ber:s 3/J-.z;z 3zt?-3~, 32-9-335.358-~ .31:7-~53: p .. ' w = z(o./d) = ;.uJ:.)ff unc,. rJc,or,.. t L;ve.-L..o~ .. f Su);-frnm;¢! @ £), ~~ ApfPf ~I)~& PL q_s. t1 Uh;--f;rm !4~ ~11-fhe.. -fla;r ~~y..J~. M ~ be-v.s 30 J f 3t?1 : W = 10(. Itt) = /."k/ff MembeY.S 302-308 : w = z (1.66) -:. 3,3zk.).p- .. CALCULATION SHEET 12EA--.D LOA-P { c..o;J-r) :7tdi1f'= qnd G/v-73 STONE & WEBSTER ENGINEERING CORPORATION lr)';:;/y DL ""' q t;)1/-{;r-M /tJtf£/ Oit #te.. ~l-ti111'J,..S, !v/ezn.bBr.Z ZO/,~ ZlJZ, 2/Z, ZJB: vJ =(zo-1-!f·'7){.o;5)::. o.zeJK/-fi- Memb~ Z/),2-21~ I ZfB -:21:./ : • w= zo{o;5) = o.3oo/P Munbe.Y"$ Z/'1-zzJ, z#-z4.5': W-::: eB.67!;_Zt)(o;s) = 0.32 kJfi- Me.nzber.? z4i.( z+~ zt:,Z, 2?3: W = (24 ~) {.£J;;,) = o. 33 kJ.fl- QA CATEGORY/ CODE CLASS STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET REVISION 0 PREPARIR/DATI __Lf.__. 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'+ o/H Mm ber.z 31/-..3J z 32?2-..?J'k, ~zq-33£: W = 21J(C4-25) + ~ = /.Ot:, kJff -4: .!?npw f u~tft~en;Y~t:<.t:I.G for 2f1.7ri1 G()rrtf~1!4t 7' lad 1'-S t k@ fl ~-r rf;r;J&r. ..5J1t'W !P~ ;';? f(g5) : 1--2-Sj;>T Jl/ern ber.s 357, 34-5; 51/e, 351-: W = JO(.Of25) ::: O.f3 k/ff r~~~~~~ P = t,,tJ )< @ L = o. 17 (Nuy. 341, j 3~1-) Mbnber.s 33B-z# i4:Z-:z53: w ... 2./) t 01-:zs) == o, 85' Yff P== ~.tJJ.@ L = 0.17 (N2P1-.:M-7-353) STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET REVISION A5010.61 0 QA CATEGORY/ CODE CLASS L-J ve-LOA--P (U/JJ7) -t F/~r L/ve LJPrt/ I ~)'rlt~t?J1tjY u~ds ~rrH~~~ !oat/ /s ttk@ ~ of-;-,-n/er. L;ve, !t?aJ is-f:-{;;z5b)::: 187~;.-f Mw~~ 3tJ/ f3{)9: w =-JtJ(;a?Sj == ;.gskj-f!- ,_, JC. )Jwm~);~ P = t.tJ~@ L = a.50 MMY?ber:s 3tJZ-.JOE: w ~ 21J(!B75) :::_3, 751/ff P = 6.~f-@ L = o,so GP/ umn Ccnito/"enc)l &d.z Con-11~en~-/o~ i> J5K@ fryP ~-f--t:r!/ trlt'/tt;n~ .. f/tJw~e+; c.onf:~Flcy' /tJJ:J.s ~Jrt ~/umF/7 a~ j.IWBY5 CJYP--hff-c;uld/IJve_/ ~o gitz:/-erL CAJnii?f~~ lt'_cu/§ t~!;o/11 ~_r:i~'&/ mtt4-}e_ ~11lP~e-~ -fn,;n '-fh~ ~; 11MI1_ C-IP""'-*11~ I tJ~.$, JR/n?'z ZB -3(:, : P= J5-3(z) = 9.ok ~,Yrf:s q J-99 : P= ;5-3(z)-t = 6.ok Je/rrb /~-114: P = J5 -it::: Jz,ok JRln-1: 73 -BI,. 127-/.3S: P= -t =-3,0k {"'?wo.Yd) C./ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVISION 0 IB.IECT I TITLE Pt, vJerhp~;,e ..5tA QA CATEGORY I CODE CLASS V~RT!CAL ..5£}.2Aj!C LOAd?_? -H~g&. 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Box 190869 Anchorase, Alaska 99519-0869 SEIS<IC MSIGN cmTIRIA BRADLEX L!XB HXDBOBLBCTBIC PROJECt WCSherman, w/att. CC.~ . .J~ JHron, w/att v· R.I<rohn, w/att JYale, w/att JNowak, w/att April 1 '' 1986 J.O. No. 15800.12 WP 98A-1&2 M1.3· · SWBC/ AP 1 623 The Bradley Lake Bl'droeleatric ProJect 1a loaated in a eeumiO&lly active area, adjacent to major tault systeu and overlJiDC the continental plate and oceanic plata contact, the BeDiott zone •. The project vill be subjeot to earthquakes o~ var:r1na 1Dtensit7 throustl the project lite. Theret'ore, this letter addl-eesea our recM~~~MD• daticns ~or earthquake enstneerins approach aad desisn criteria. I. GENEHAL The Final SupPort1na Design Report for the Site Preparation contract 1n Chapter 1 discusses the basis tor the aeissia loa41ns used tor the Bradley Lake Pl'ojeat to thia date. A number ot 1nveat1ptioas were previously ooDClucted bJ th.e Corps ot Engineers, o.s. Geolosioal Survey and Wood\f&rd•Cl74e Consulteta to define the aeiamia aett1q o~ the projeot. B1ator1cally (1899 to date), at least ei&ht earthquakes ranginc betnezs T.• and 8.5 Richter masnitude ba.ve ooourred withill 500 ailea ot' tbe site. Great earthquakes (surtaoe wave macnitude M •8 or greater) and larp earthquakes (poeater tban M =T) haw oc~trrec1 histor1aally uar the projeot site.. It has baeD 8 concluded t.bat the ojeot si s erieoce at least o e te to ear bguake durips tbe lire ot the proposed proJect. The possibility ot aipitlcant ~\iiid rupture in the project area . exists but ia much less subject to prediction. 2-504-JJ . -· ~ j~g~p,~g)37-ZZ3-7~ ·-··· ...... ··r··--:-··-···--·--···· . . .. 2 II. PROJECT STRUCTURES April Hi, 1986 APA 623 1. Hain n&m-The Main Dam is designed tor a mean horizontal sround acceleration ot 0.751• vhiah represents the mean maximum credible earthquake. The dam is designed ror this severe acceleration to maintain water retaining integrity. 2. IntakJ strnoture an4 Gate Shaft Cot Pqwer Tunnel -The intake structure and pte abaft for the power tunnel u designed tor a mean horizontal arou.nd aaaelaration ot o. 75g, wbioh represents the mean maXilllWil credible earthquake. The intake gates are deaisned to operate atter a major seismic event to close the power tunnel, thereby limitins downstream damage in the event ot penstock rupture, and to limit potential reservoir loaa •• 3. PermMcnt Outlet !'agilities in Piyersion. Tunnel • The Permanent Outlet-Faailitiea in tbe Diversion Tunnel are designed ror a mean horizontal gound acceleration of' o. 75g, whioh represents the mean maximum credible earthquake. Tba outlet sates are deeisned to operata to be able to open to perform reservoir drawdown, it required arter a major seismic event. 4. Poyer Tunnel -The Power Tunnel ia designed to act in concert with tbe surrounding rock mass, unlaaa actual rupture and displacement or the rock masa ocaurs. It ia conaidered impossible to design to withstand a.D4 accommodate roak mass rupture. Dea1gn Will be to l1m1t cracking to acceptable levels in tbe max1mum credible earthquake. s. Steel Liner &Qd Penatpck -The steel liner and p.anstock are encased in oonareta in excavated rock tunnels. Once construction is complete, the tully embedded installation will act generallJ in concert witb the surrounding rock mass, thereby limiting damage. The closure or the two pen8tock inlets into tbe powerbouae ia by spherical valves and operators located in the pawerbOQae concrete substructure. The spherical valves and operators are des1SDed to operate to ol9se tbe power oonduit, arter an eztreme sei•ic event, corresponding to a mean horizontal around acceleration or 0.75g. P.4 JUI i ;J4 ' :36 08 : 08 $TONE A WEBSTER ENGINEERING COfllfiOIIIATION Mr. D.R. Eberle Alaska Power Authority 3 April 16, 1986 APA 1523 6. Powerhouse -The powerhouse 1.s desi.1.ned tor a mean horizontll. Jr9Und ppPftl•r•tign o( 00 35& with material stresses not exceeding normal aeo1gn work!pg atraose3 In the oase of the mean maximwa credible earthquake (0.15g)1 the matecial stresses will not_ exceed 150 percent of the normal de;sign workiQ&. atreaeet. The, owerhouse substructure is e rou.rx!ed on mit diaplacement, hence, the chance or rupture. 7. Middle Fgrk nna Nuka Uiversign -The Diversions are designed tor a mean horizontal around acceleration of 0.35g. These facilities are not designed to Withstand the Maximum Credible Earthquake. 8. Other Pro1ect StNgturas and Facilities -The other project structures are designed tor a mean ground acceleration or 0.351· 'nlese structures are not desisned to withstand the Max1mlml credible Earthquake. III. PLAN'!' OPERATION Earthquakes will artect the operation of the Bradley Lake Project. Since the project site is located 1n a seismicall7 active area, it is desirable tor tbe plant to remain operational durinc and attar minor earthquakes. A horizontal ground acceleration ot 0.1g baa bean selected for-this operational basis earthquake. Minor damage can be expected during a moderate earthquake corre- sponding to a borizontal ground acceleration ot 0.1g to 0.35g. This would involve possible repair to such items aa relays and light bulbs. Architectural siding and windows may need minor repair. Most repairs oan be performed b7 plant per3onnal using spare parts. Duripg a major or extreme eartbquaka having a horzontal ground aooelera tion or 0. 35& to o. 75&, increased damw may be expected to occur. An inspection of the plant structures and equipment will be required. Since damage may have occurred to the generating equipment, m~3or repairs mar be required. With a ground acceleration greater than 0. 75g, whiah !8 sreater tban the mean maximum credible evant presently predioted, increased damage will oocur, varying with the earthquake ma.gnitude and period. Attachment A is a seismic evaluation which addresses the projeot strocturea and equipment. This evaluation provides an approximate annual probability of exoeedance, which is based on the 50 year project lite, and the anticipated. plant downtime for inspection and repair. P.S B-3 (_··: \ .. ~ I \'(_ JUN 04 '86 08:08 liTONil & W18$TIA INQINIIIIINQ eclfiii'OIIiii1'10N Mr. D.R. Eberle Alaska Power Autbority IV. SUMMABY April 16, 1986 APA 623 It is not econo.ically prudent to design all structures and u1 nt tor. e e arth u e e • e critical structures and equipment inolud:Lns the main dam, spil.l'WI.y, low level outlet gat.ea and operators, power tunnel, power tunnel intake and intake pte shaft, intake sates and operators, and spherical valves and operators are deaianed for the Mean Maximum Credible Earthquake. So• repair may be required after the event. However, the operating integrity ot these structures and equipment will be maintained during the MaXimum Credible Earthquake. . The generaU.as equipment will be de&ilfled to remain oP.rat.ional durin; minor earthquake events up to a horizontal ground acceleration of 0.1 I· Minor damage can be expected tram an earthquake With a horhontal ground acceleration ot 0.1g to 0.35g. Major damage may be possible to the generating equipment t.rom an earthquake with a horizontal ground acceleration ot 0.351 to 0.75s. We would like to discuss the Bradley Lake Hydroelectric Project earthquake ensineerina approach during the TUesda7 afternoon desicn review uetins on April 22, 1986. Please call me it you have any questions or aomments. -L) ·:..i-1 -f.~ Theodore Cr1tikos Deputy Project Manager TC/NAB/JJ Attachment 2-504-JJ . ' . ,.. ,.. .. .:.. .) 8o P.6 13-4- c~ .. ·~ aEI$HIC EVALUATIQH Paae ~·-.'.~ ·.~ . . Operational Bal1• ' neaten Baaia / Bxt -----M-a __ ¥Lraemai~Ba~DUi~•L Borbont.al Ground A~oaleratlon Approximate Mean Annual Probability ot lxoeedin& Speoitied looeleratlon (baaed on 50 rear project. Ute) · ·~nt1o1pate4 Qgxpt.iae frojeot faaturll D8JI 8pil1V8.7 Power TuDDel. Poverhouae up to,t 8 0.1 -0.2 (1-2 obaucea 1D 10 ol exceedtna 0.1a) ProJect reau.ea operation within bcura 0.1 s to .35 1 .007 .. (7 chanoea in 1000 ot exceedtna 0.35g) Inspection and checkout 30 daya. Repaira 1 to 6 aontha ALLOWABLB DAMAOB LDEL Operational llo aigD1t1oant duap • Operational Ar9hUoctural da•P· Wo alspitioan~ otruotu~al daaase. turbine/Oe.nerator/ Operational Minor damage, possible · replacement ot ooapo,enta with apare parte Governor Control a 2489-JJ Ho daaase • require• intesrity check to reatart. Minor adjuat.enta/reset controla/aparea replaoe- aenta. Liaited damaae 1 replace- ment ot components with spa rea .35 I to .15 I .ooo- (4 chancea in 10 1 000 ot exoeedina 0.75&) Possibly greater than 6 months · Liaited atructural daaage, no structural collapse. Potential tor tunot1onal damage. Possible major damage Possible major damage ~· • "'· . ((I CT•; r:d ·:1:1; Cr 10.' ~ ' .. i ·.l ~~~ : -~· ~· ~.··. ~~· ..... ·: ~~ ,, ~~ ' ~ N; N, \rJ; I ·'.! \;J lJ _, \)J ~ !\ ;:·~ ·•, . . ~- :. ·. ;"· ·.::· ........ · ... --. ' . .~) ·: ;~: r, } '·"":-~ /~--·-"- ;~ ~~":"'..:.:· SIISHIC EVALVAIIQH 0Qerat1onal Baato J>eatao paaia Spberioal Val yea and Operatora Operational rover Tunnel and Operational . D1Yeraioa Tunnel Slide Oatea aDd Operators, Diveraion Tunnel · Powerbouae . Operatioual Bmercenoy Oenerat~r 15 W 8v1tobgear Operational and Bua MaiD Powerhouse Operational Tranator~~era SUbstation/ Operational Tranaaioaion Line BaersenoJ. L1sbt1Dg Operational, •inor daaase (light bulb replaoe•nt.) Fire Protection. Operational Brrrt..O-.eatal Operational Syateaa 2--89-JJ Operational Operational '" Operational Operational Operational Potential interrupti~n of' aervioe Operational, •inor ctaaae and ltsbt bulb replacement . Operational Operational -1~::\· Page .. -~~ ExtremtL.Baaia~~-_ Operational Operational Operational by •nual atart. Manual oable reoonneotion .ay be required. Minor damage Hi nor damage Out or service, poaaible aajor damap Kay require reconneotion to eaergency aenerator and light bulb replace- ment Possible dauae Poaalble daua:e 4 .. .~ -, .. ;~ • ~ "" l" .: .. ~· ·'{ • ·it ' j '-; ·c ::z 0 J~ co l}'t l':J co ...... . _(S) ~ . ·, '.~ -~ j _;j -r ~,·; ~: ~-~ ~~ ~ ~; t .~ ·• "'~ \\f .. ~J I . ~-] 1J co ~ {\~ ...... . Middle l'ort and Vuka D1vera1ona reraaent Cup Fao111t1ea 1DOludiaa Peraanent Houdn,s Bars• Dook 111"atr1p looeea loads . 2..1l89-JJ Ooerational Baaia Operational Operational Operat1oDal .- SEISHIG IVALUATIOH • _ lleah:n Baaia . Operational ., Operational Soil ta1lures poaa1ble; V111 be repail"ed as needed. Pase 3 Extreme Balis Potential tor functional -da~~ase Potential tor arobitec- ·tural and atruotural d~e Major soil tailurea. possible. Will be repaired aa neaded. l ·-\ :j \'j ,l &. . ' ,·_-·. • 2; ·= = I~] l:.. 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'1 IJJIT'H ,4-50 /et /Nt::ltl!ii'I:IC: /Ill ALLtJL¥19-BLS' ~I!!ITJI.S· ( 13 ~.SC!l> iltu J..l!/!!"f,$ 'J'V~"rJLJ "rf .; jlt~N ._,~ ;q.NJ' M~~:t,rl4F 't)lfiii"P'ICut-1 TZ1 Q.fS'PI+lft( (lf!''Pl.l+t:.·~· J4.Uui'IIIE5 El.. 4-Z.a J ~l.A II neP J1M.I( "RJ ~"4. (.' 3. t'owe.eHouse S'TASIL.ITY A NAt..'fsl": (}~e a. 75's I+~ t W.ONTAL. .+c:c EL.IF1elltrttJAJ /fiiiJ -0 .. 50,g V e'"12 71 t. A'-!;-t: ~ ttr t,iiJ1'111, A Tl #AI 19 lltl LIIP IN .1'1/F PI? A/./IIFN1'*1. '/ · I'I'IIA/1, IH1"J SA~ .) F"lfe. rlllt = /.as .. .., -,....' B-/2- L 6;J-J) 5:nt~ V#:~ AL. IF ./f,,(W~ t.: ... 7-Zl. t. TBLBCOPY TRANSMITTAL FORM Stone • Webster Engineering Corporation Bradley Lake Pro1ect Offtce 800 A STREET ANCHORAGE. ALASKA 99501 FROM TBLBCOPY NUMBER: (90'1) 2'17•0164 CONPlRMATION NUMBER: (907) 277-2427 ...................................................................... TO: ~" ,/ C.l/A!Y &e¥ z:T f FROM: ~ 4!. /£ , (d" U &::::.J'"' LOCATION: R2, a, C. LOCATION: AnehorB(e JOB OR ACCOUNT NUMBER: _15~8•0-0.~1-2 ______________ ~--------- S:BND TO TELECOPY NUMBER: DENVER: (303) 741-7670(1) BOSTON: (617) 589-2156 OTHER: NOMBBR OF SHEETS TO FOLLOW THIS COVER SHEET: I SPECIAL NOTES TO RECEIVING T!LECOPY OPERATOR: ------ SPECIAL NOTES TO ADDRESSEE: ------------- SPECIAL NOTBS TO SENDING TELECOPY OPERATOR: ------ •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ~;~pt-/T Time Transmitted: ____ ..;;.A,;:,.;•;.;;;.~;.:.t._P;...;..;;.M..;.;.~( A;.:;l;;.:;a;;;.;sk;.;;.;a;;;....,;;T;.;;;im:.::.e~) • 1986_ Job Book File No: _....,1....,58.;....;0_0w....l~2...._ _______ _ BL-0-95/MD os :en 98, r0 t-lnr ~ ~ ~ ~ . l '«\ -~ 1\\ I ~ ~ I ' ~ \t\ -........ ... - It· ... k •, ' ~ ' .,.·'(: ~ 56'-o" '-t c :z l Gr LOG OUTLINE • • I I h (D JJ) . " . I . • ., T. O.S. Et 85-:f .... Q (Jl _ ___. ______ _ .. rr-.. ~---__ _r::~--~ -------~~: __ :~=~---. ------------- I"'~-: --= ' ,t..D I ~ ·-=--· -·· I , ~~~ ~O~E ifil __ _{------.-. -I I s ti b -;., N - T.O.C. , a 42'-<f __ l 'I' T 1 1 'TT' I ' ~ l _,.. y [\1 ', INTEROFFICE MEMORANDUM J.O. OR W.O.NO.' 15800.08 WP 26A-1.b SUBJECT POWERHOUSE SEISMIC DESIGN DATE June 17, 1987 FROM TO N. A. Bishop cc WSherman A Walsh MMason 'l'Tazelaar DPotter LBenson DMatson After a review of ductility considerations in seismic design, I have concluded that the powerhouse structure design should proceed generally in accordance with the seismic design criteria used to date, based on the following considerations (underlined items modify existing design criteria): 1. Concrete substructure design a. The powerhouse substructure elements shall be designed pseudostatically for a horizontal acceleration of 0.35g with material stresses not exceeding normal design working stresses. This will provide a reasonable level of seismic resistance for the Des~gn Basis Earthquake (DBE), without significant damage to er~ents. b. The primary lateral support system, and its supporting elements. for the concrete substructure (diaphragm and shear walls) shall be designed pseudostatically for a horizontal acce~eration of 0.75g, with a 50 percent increase in allowable stresses (or a 0.67 reduction load factor). This will provide a reasonable level of seismic resistance for the Maximum Credible Earthquake (MCE) to prevent structural collapse but with some risk of structural damage; and will provide additional seismic resistance in the primary lateral support system to minimize structural damage for the DBE. 2. Steel superstructure design 1-694-RW Due to its relative flexibility and its support of the bridge crane, the steel superstructure for the powerhouse shall be: a. designed pseudostatically for a horizontal acceleration of 0.35g with material stresses not exceeding normal design working stresses and considering the bridge crane in any operating location, such that nominal resistance is provided against structural damage due to seismic events with the crane in an operating position; and b. designed using a response spectrum dynamic analysis with a 0.35g mean horizontal ground acceleration, allowing a 33 percent increase in allowable stresses, and considering the bridge crane in its parked position, such that a higher level of seismic resistance is provided against structural damage or collapse for the DBE with the crane parked; and ·r~., ·1",• B-!5 ( \ ( c. designed considering reactions, for steel connections and for supporting concrete, obtained from the above analyses with the seismic component multiplied by a factor of 2.14 (0. 75g divided by 0.35g), allowing a 50 percent increase in allowable stresses, such that increased seismic resistance is provided in connections and substructure to prevent structural collapse and to develop structure ductility during the HCE; and d. designed assuming the concrete substructure acts as a rigid foundation, due to the relative stiffnesses of the steel and concrete structures. Elements will additionally be designed for a vertical acceleration equivalent to two-thirds of the horizontal acceleration. Horizontal accelerations on the principal axes and vertical accelerations shall be applied independently (consistent with the Uniform Building Code approach). The above criteria generally conform to the "Allowable Damage Level" descriptions under given seismic events as described in letter SWEC/APA 623, "Seismic Design Criteria", April 15, 1986. These criteria will be further defined and incorporated into the Powerhouse Structural Design Criteria for use in final design. Previous designs will not be modified unless significant savin~can be achieved. WCS/RSW 1-694-RW William C. Sherman Lead Structural Engineer 2 ~~ ~:: ·r-::t:r: -·'"~~-- ---~----. ---------- B-Jb · ... ., COPY STONE & WEBSTER ENGINEERING CORPORATION Mr. Jim Nelson Sales Engineer EDERER,. Incorporated 2925 First Avenue South Boz 24708 Seattle, Washington 98124 OV!RBEAD BRIDGE CRANE BRADLEY LAlCE HYDROELECTRIC PROJECT ALASlCA POWER Atl'l'HORITY 8-17 .,. ~~, 11 1Ja7 .... JJMPlante/DLMatchett Gen Files/DOC T. Critikos/Chron N.A.Bishop/JBk W.C.Sherman J.Nowak September 10, 1987 J. o. No. 15800.69 Per your September 4, 1987 and September 8,. 1987 telephone conversations, with Mr. J. Babb of our staff • please confirm the following information that you provided: The new Bradley Lake Project Generator Rotor Assembly weighs 310,400 lb., which exceeds the previously considered 150 ton bridge crane hoist limitation. We agree that a 160 ton crane would now be required. With a 160 ton crane, the new wheel loads will each be 103,000 lb. static (no impact loading) with an eight wheel crane and four wheels per side. Please confirm that the minil'IIUID wheel spacing is 3 • -o••. Enclosed you will find prints of our Bridge Crane Clearance drawings 1580o-FM-6A-l and 1580o-FM-6B-1 for information only. I have also enclosed a copy of a June 10,. 1986 letter sent by EDERER. We request that you use the information provided on our clearance drawings to update your Dwg. No. PA-1531 Rev. B. Also, please confirm the dimensional data provided in your June 10, 1986 letter. Please note that the dimension M=39 • -9" should be approximately 21 '-o". 'l'hank you for your assistance in this matter. If you have any questions please call Jay Babb at (303)741-7059. Norm Bishop Deputy Project Manager IDtld I. A. BISHOP SEP 11 '87 Enclosures NB/JN/CG 2742R/cg I l i \. . '*lfl/ll ·-. J!?BctJ. oBj ~.?-7.~?-7.1J., ~ 1 INSTRUCTIONS 13-/£3 SENDER -RETAIN YELLOW COPY. RIEI"\..ER -RETURN WHITE COPY. FORWARD WHITE AND PINK COPIES. RETAIN PINK COPY FOR ·FILE. c :;r~ ~I b 115-it'Z., c.. : /I'll. J ) Glh.t:... -7 c. } /1/. 1Ji .s~ INTEROFFICE CORRESPONDENCE T l-l1i!? 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REVISION 0 I PAll _3 OF ].L QA CATEIORY I CODE CUSS 18UB.JICT /TITLI / r-7 • ·~ · • Ye.?)'JIM of Power-~J1.!fe :>u~-!PudH~ -{oy- r.· \ ' PeM/.~ L...iv~ SnP~ 4~ .!?eJ>mlc.-~d; OB.JECTIVE OF CALCULATION 7P ~Y»t tf · 4e_$,~J? (~;'r~J;f) "+ .sted 5rtrs1Fuc:fure /Y)br}ber.> hr cleAt/, )/ve ,~ .>n&:~ t1n4 :s.~~~miG. //)~, SOURCI!I Of DATA/IQUATIONI lt:J3~L-s-reeJ CtJnRrH~I1/1anH.~/ Bii1B!'/ A-mm~)l In;i?lvt"k t)-f .;;t-ee/ c/)it7fn.tm11/ 11Bt'· :;:.Wt:? U,)c.-, /5$tJtP,tJ$j.?.?-ZZ3-7.B, CONCLUIIONI _A--/'rr#;#,j~'.51'?-J'~ E-w;ent}?~ IJt * f?PWGrhPH.Se ~rer.!?iY{.{t:-!HYe h"i:5 ~ ~rm'eJ -hr d~ h~/ 5J?~W,. If! tv/ :teiS'MtC. /t:Jt:~_4s, !Jnjy Jn41Jt n,~.J,BY-S ht~ve beett ~;eH/. It!/ mM~b~ i'Yfl1p-.be ch~ -:Gr ~r lftd}i#n.tt/ 4t::ttls "' cht~f1Je..:; 4tte ~ re.-~ml~; e.-lc. RE~EWER(8)COMNINT8 DATE 6-17-Sb REVIEWII/CHECitER DATE INDEPENDINT REVIEWER DATI CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION "lVIII ON 0 OA CATEGORY I CODE CLASS COLUMN.S 4-84. A-CJ ( 2P I-z.01-) fiPJ.rJ.J- DL+U (f) PJ..r/..1.. Fbrce. +VNDW V£61 fiE() t£. HG22--------tf$PJH+J!El(~ +-t~'rl+'~ p Jib 33 98 .3ZO ZJ't 436 VY 41 37 +I 37 v-c T /VJY I I J z .2. Me 8+1 7.91 61-1 75'1 lr:j W..%X230 (L=:z.z.s) 5:1:... ::. 'Z2 .s-(lz..) -"'*'7?' ...... 1!:: ::: /'/ ~ J,,_ l' j. c I .-,Q B J ... #_/ 7 .3./3 -, .e:;-r, t::;).~, i r o/' = ~-,c.>, Fby : 2.7. t) hi L 14 = zt?,eJ __,.,. Fb~ =: zz.o f:s.i fsk:-= z:z..st;z.) _ 1_11 1 _,.. r:: 1 = ;21''z(z."!,tw? = ""16'5 k..s.;' r-i!-" lfJ - -v. re.c 23 /8.1. :z. Load@: ~ :: f ::: i'~:: 3-/7 k7i c _t:jy_ z(;z) . . 1 r: ~ fJf!(;z) _ };_ , lby = ~. == /14--= o.z.t, h;; f l}e-:-.S.c-= e~7 -1'2;17 ~J h-t-Cw{J-+ c, !be = fi.'7 + !.IJ ().zr + .o ~,J = o.7b~ J.~ ~ ~ (1-,,)o/ (;-f)~ I ..zz, (!-.B z7.0 (!-zz,o ~ + /!/' f-~:: !l:z + tJ.2J t-I?.'J-~ 0.1l < /,/)!) ~ 1·'-'Y 7't7 , IIi: zz.t> z?.o zz, - fv ;<It -£4t7b) = ;,s k>i <.( Fv = /f.s h/ ~ L()N!/ @: ~ = f= Rz=t,.£ks/ f17 ::: t :: lfr¥-= t/. ~ h/ f -f-p;: =-t-= Zff#J!t) = i0,$b/ !J_+ Cw,-fbt + Cmfb.c _ ,.15 + ;,o(o.'Z.J , /.0 lo.B _ . n. {;:f~111 (;-fii)&-lb:.ZZ. (I-z?.tJ + (!-~-o-o.<~J<-/.M _ -fa.--+ w +-& -= l2ii!L+ tJ,7d_ +-lo.f!l3::: tJ.fJO><.j t!? ~ o.vy b,l & zz,~ z7-tJ z.z.t!J · ~ fv =-f.£; =;;l7b5:: /~b/ <: Fv-= 14-r5hsl tb tJ..sE w~x.Z-30 - CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION IIIEVIIION 0 QA CATEGORY I CODE CLASS ('; ~_____.;::::.....;.....;::;_=--.____;_.;_~__;;__---...___-----1 ~ ... ,.,; co UJN\NS A--J 0 7'1ffl..V A-7 (z,os-ztB) cEJ P== /~bK... p::::. 4-Z'1"-. M:::. 4+1-• ~ Nl-::= IZ3 I)!!... A== 3'1,7 INZ- 5? 4.3<7 tN 3 Ki2x, = 43x..l2.. = ~7 J;> F~ :::::. I 0'7, c8 f(.SI r;. /4-,o ~ U.JL _ _ a.sx 12. _ //''2 c::-II -?I --ry-- -~, 3S -._; ---4P--3ilooo ~ .= ' ~ J(SJ Lv ::=::. /3 ... o L "22. s- . .!?-:::: zz.,s )(.12-= qz ts r;::_ 2/13 .. . , L-dt.DtNG (1) 4_ =-~ ::: .l/tf ~ 3,'f3 ~SI --fb ===-~ = ~I?-= )2, t+ /<.;5/ -k G. -';3,43. ~ 1~( · -I or-~ +-(!-~.)Fb -J/, Zb I {J-TJfi6)/b.B(' -' :::> ;::::::> ( .. 0 ~Fb. U-Se NSbX /5D .. ·--. --' STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET REVISION &5010.61 L-INE:. @ (L= rr.S') ([) p ==-62b f:::.- M~ ~~ ,tt-- 0 QA CATEGORY I CODE CLASS @ P=: 7sr:f K M= 73 '~ 71<'-f WI+XI7b A:;5/,81N 2 S=ZBitN3 ~ :::. 17'J~J_'Z-~ 52--ez;. Fi_ =-18.17 KSI L..u =-1:,2.,~' ~ Fb = Z.Z..KSI % 17i;~L.. =33 ~=: l$7,f3 f(S( use VJt4-,x t7b c.oL-S. I, 3,5, 7, 9 CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION QA CATEGORY I COO£ CLASS (-~ ' ~~__;;,;;_;,==-..;~_;::;.,;;;~~~-------------L..-----------t \ fPRL£ +£!»"6 V£~ H~tPi. NE~r=. ' . ''\ p 2.{)2-50 3f3 /7Z VY 5 z vr ,;;... T MY z I t M~ 2. q.o cr 3 $ crz, IJ -~ ,- T'cj W/4X 90, ( L = 17,5) l:J=. -17.5(1Z) r:= },# ' J I L I Yf -:J.7P = 56.8 ~Till :: /7.73 ~) .,.. PE9':: 1-b,3 ~~ % : 1 ~-:;91) : 3f;Z __. Fei ~ /Z7. 7 b,;' LIA =-3'1-,~1 ~ Fba:: 22,~ ~/ Load ([): r F'_ -%1£ Q L ' I. !::f..t_ 3(/z)_ L • C )4 '!Zf!2) L · ~ = IF -21,.5 =:;.-, •. C61<5/ ; Tb)" = ~/ .:: 4-1. 'j = (}. 72 .a;.!./. Tbc ~ ~-:;: /43 :: 7.7Z ~I {!_ + ~ + Cm.fk. _ !1..J!;2.. + .0 (),72 + /.~ (7,-n, _ ,_l.,y ~ (1-;.5o/ (;-~)& -/7.73 (1-' 3~'1-7,0 (1-,i7.7 z.z,o -0.92.-Jr};5 ~ + ~+ .fbe-q,c;b + ~ + :;,JZ.= o-n· i;,v ~~6r1 n,' ~ -zz,f) z7.f) -z:z,o · ~ fv ; ~w =' 1£z(.~) = tJ,B/ }$/ <::: Fv = 14.5',bi ~ STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET REVISION 0 PRI!PARI!R/~ATE __j,j_/ / . JA ~/ ,e. ;nl1e71/ t? -r-r-1/b SUB.IECT / ~~TLE QA CATEGORY I CODE CLASS ft;wev t7PY15e Ct?I-VM~ p-2t. ~ tt. .8 ( u;:pe;e J!ALF)_ (zk3,~22f; 22Cf,~23!J,~ 23_s;;z.%_, 2f/,~2:1-Z) -rf:.L+LL V£(X H~~x HEZI~ (/)t:t.+LL + ~PU/..L+ Foi?CE~vl -----tsww+H5Px SJ.W+H£2?: p /}2.. 21 3B JOB !5_0 2Zo yy 45 Zf) 45 20 yz-- T lt!Y z I 3 3 5 tvfi-2 133 58 135 ~0 /,." ·-t' 'I, ( .. ~:. ; CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION J,L QA CATEGORY I CODE CLASS CIJWiiJN.S £-1~.3~.£. z,c; { z%./Zf"0 ~ 25//2..91/ 25.5; z~z..9J/Uz/ UJ:) Foge-£ +ppm V€&1 HE$lx I-I ~£~Pi!-~~-~-· fJZ~Lfi@x p 147 36 Z37 Zot-38,"1-VY Vi: - I --MY I J z z ~ I 3 3 4- :• U5e.. 1-=175 1 -hr-de$flh: L-=le.75 -fr;r up~ h~ff ,f 4?lttmJ1 w/J/ nPr C-()nfrt:) .sinu /~fh$ ,qye_ SJIJJ;fttr and q;<J't:,) Jt?~c/.7 are I'YJI1dt h~ w #te. )pwfr" ht?!f Tr-y W J4X9~. (L =/7.5) 7 kL -l'h.?(/Z), -. I I • 7 -3.71) -5(..& ~ Ft, ":::: /7.73}5.! f fiy ":::: ~.3/::?! k~ = '2~~z) ::34.2 __... ~l:l = /27.7 ~~ L..l4 = .3+rt/-_... Fb~ = 22.() l:.sl' Fbj:::: Z7. 0 ,b;;' LMd d): f. : f = ~: lt:19 h;J f;t = f = ~~~2 = 0 .48}sl J;,e-... ~ = 1:fjj-~ ().:#}::;; ~ + Cw,.fJ.y + Cm _ Jf1tl. + J~H) + l·f/£.·#2 $ ~ ;:; o-itr)~ (1-Jt;. & -)7.'"8-(; .. (;)z7.tJ (/-;;)zz-t> ~ o.. ~ ~ ~+ -t~ =:: '· t~+-~=:: 0.6, vt£._ tJ.Uy ~ ~ zz,tJ z:?,/) zz.-t? - U~£ W!4X9tJ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION ... 0./W.O./CALCULATION NO. REVISION &5010.61 ;580tJ.tJB ?~-22-3-7C 0 PREPARER/DATE _J..J...-/ A ./J/ f< . .5?iiJ1ne.; 1 1 f:. -/or -!X? SUB .. ECT /TITLE pP~hPu~ QA CATEGORY I CODE CLASS 7 5 '. I\ / I) .;e. L = 17-5 hr ~i--!f:!n, L-~;e, 7,; -#r k.P/er itr1ff ~ a!t~mf'/ w,_'JI ntJt unr~l S.!I-?.U /e~ths ttre G;'f:h;Jar .t¥n./ ~XJit?) /tJ~~ aYe-mud? h!)her ..;;rlfoe. //)11/ey h~Jf. lry 'w' /4 X .53. { L = /7, 5) 7 .lf::_ = ;; . .f(jz):. jnQ · __., c = J) 01 ~;_' ry ;,qz_. -1 ra • r;;Jt ~I -% = '"'f/i2 = ~ ~ Fel/ =:JISZZ ks1 L~-1 =:11-7'----. ~ -='2z.c;,b/ LAAJ (j): 1 L = lf!Z.-/''2C1('--· c 11/-e (, (12) 0. a L · ""f'7;; = k 15, -W1t7 ·~I; ~ = .$r-= 77.8 ":: • 75,cs; ti_ + Cm -fir-= ta. '11. + /. o(t>/?3 ::: , //B > /I 0 (l-j7)!ir 11~81 (1-5: zz.o • . ,-0 ~ , .. -rR-~ Wt4 X: c:ro {_ CONScS'TENI w/ E-1, 3, s,. 7, '1) 14=0 =-l7:l,G;':? -57 ~ ~ = /7,7( ~~/ t;f= == '7~Z,~~ 81-~ ~~ == ;z.::rl8 JCSt Lu -= ?ito' ~ ~ = ZZ ft::SI ~ ===-~ .:: ~ -:;;. 8,/9 ~S/ ~ .. =-~=.!~ :::. 0,50 ~61 A L _ art o.ik; -oAa.c:..t .I""'J.t!... ~ --t-(I~Pb -/7;-7/ -r Tj-:1;)zz.. -rT I ,.:0 :s- L) 5:6 w 14: )( cro . --~ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVISION 0 OA CATEGORY/ CODE CLASS CC(._UN\NS-Ll~ E -c~ ~ \N\ND ~AD A = 'Zo' X 3C::,.ZS 1 :=.. 725" s; F, <::. I oao s. ~ ,', l.),s6' CIJND t110N '2--S712JJc:::ruf<.t\L ElEN\6\J'iS \{ = {.CCl M f>~ I. .=.. I, l 5" ~osv(l:E-Me; ~ .B t. c. ~, 40'~' t:t-=CJ'+;?') XIAS~ 46 PSF t::L., bCJ '-1 cd 1_== ( 3+ =t50 ) x /, 1 s ::::: 46 ~F -'\ ... ~ -.... - V) ~ -... - /$\ ~ '1~(p'f = Llt?,/87 l::f/::=-1 v } b '-r-"" -,Vi PM~ :::: /4.3 j::_ {_Mf;:Mf:£1<--2f:::t::J) ( l bNDi?-E.) CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVISION 0 QA CATEGORY I COOE CLASS I USe L-::: 175 (LoAas Itt£~ rl\l uPP$:_ Pof2.:no~) C~ \t$ /4 (< qo ( N/ NIND t-r;A-D J fi::./7r73~Sf Fe;= ~3 /<.51 ' ~;::=-IZ7:7 f'.SI ~ :: Z,'Z. ;::.. s t fi,y = Z7 f'.SI f" £_ _ 14-3 c LL ~ = Pr -~S = vr-r f::-Sl ~==-~ =-43;;tt?-_ =-3 b3 f::-S/ I A h_ _ £'1-+ ,.:;tllit.~~Ao~3~:----~ +-L/-"fii) Fb -1713{r,33) {!:-1 ';f1U.~ZZf._ra}) = Q3b < /,0 CE-: ~ LD\4t<-9o (-.. ,· CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION PIIIIPAIIIER/DATE '117 4-b . Sfinne, ~-J -B Met-nk u.s.i n sz,' RcoF GJJ?:.PE?..S (3/tJ-336) FPJ!!Z.£ p VY y~ T JIJY Mi: -f. fM"~ 7 77 I /0'}3 I .. I I \ .\ . I .• {,;t Chuk .shear: VE~ HF((i_ z 243 z4 7 -I IB 434 J40 I / ' ' . / . ! ' '-' ' I. / ,, /)y' J-1£"1)?: JZf} 5 4 ~~ j I ,' ;_ ,. •' ,-_.,. ' '. QA CATEGORY I CODE CLASS ~/X.+/..1..+ t~W+\-1:4' 1 /OJ I 15Z'7 /r ·\"' t~f.U+ _:,~W+ f!Eiit. - lft3 B1- I }Cf 1236 ' I . 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NO. ~· eot•IEHTI * IWiE SfCT SIGNATURE: DATE SIGNATURE: DATE ** Rtd~ l!;(a 'tlj-, / * ~ Y-//-f$ lrYilflys.i:S. of. /114/n F~m/ : 2-1-BB +517 A-1 -3-9-88 SWEC hr ~w~H-h()IJ¢5~>.J;lditre. - 2-1/-f!iJ 77'J{p A-1 -R. ~ I j-9-11.8 /J.//-3 7A.~..;!C~ ]-//~ SWR: -ram,~-!Hn An4~i> of I, •TT7 -t ,,.,..., -....y .... 7 Cnme. ~)umn B.;.~ 1-ine. --- - -- -- -- ·-····--------~-'- * CCJIFU1 GEHERAT£0 J08 Nl.MIER ' COMPUTER USED CS&W Oft BG.St N I STONE & WEBSTER ENGINEERING CORPORATION CAI...CULAT10N SHEET J Jis'BooCA/~~:;;3 -7 D I"I:VISI Oil I P3C 451110.51 PRC~IICR/OATI -~~ ~~~ R. :5hl-?ne-3-9- lltiVIIWIII/CHICXIfl/ DATI '"t>.-Rsm~-<s 3-1/-SS IINDIPIIIDIMT IIIIVIRIJII/OATI SUI..IICT I TITL& ' ·F?t,.,;w-h~J~e ..5 uJ?IY'.5~~ I QA CATIIIOR'I' I COD! CLASS 7 TABLE OF CONTENTS AND HISTORIC DATA (Revisions, Additions, Deletions, Etc.) PAG£ DESCRimON ORIG. REVISION REMARKS NO. REVIEW NO. DATE I 77'-l!e-P4.4e-- v z ~mpt{ftr-LP§. " 3 /111b/e. 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IREVI81 ON I PA,~~ ~so1o.s1 J5f3!JO /.:5.!?-ZZ.~ -7..P fP PREPARER/DATE _J,J_ j 'REVIEWER/CHECKER/DATE 'INDEPENDENT REVIEWER/DATE 1( • .:5-h'nne.-;t / /-ZfJ-88 D -,Jh,.,uJ ;-;ec,..pg SUBJECT I TITLE IQA CATEGORY I CODE CLASS ~) l---'-h...t::t>;.::.;W...:~...:...~~)?,a,;;.;.::.fWL;....;:;;....::;~...:.Ur-IP...;;..~e¥;;:....:~:;...tr.;...;ntt;..___;;;;_fil..;..uf"E_~------------~-------_ '-.:_,:. r' f4.ok J?i.?fr; b~fe /o~; &;n c;o/umn.s 13-/ /: .B-Z 11> Y»,P .>fee/ J!),J+3.+=13.71< 8.I,+S:J:::J3.7J:. .8-J : 3.'-/JIY '(,:pi 5-2.: 3!5:00 1 • 4--.B!J 1 fz./ k. t "·'k f J.?k..t JZ.~ Ct;/umn A-1 e-J c-1 /}-/ E-/ ldember Z/13 24-G' '2..6.3 7;-h, / Ht>ri?:-. l<uu:}lbtr.Z (/<) JZ.tJ+ /.7=13.7 JtJ.3 + 3.4-= J3, 7 J ( i1.J,e, fi;.,.. e.nt/-~Mtt// anAIY~;:.S. .. ) B.(,+-5./ :.J3.7 Y ~.9 -1-8.1) = /4.'/ +.o + 12.~ = J&,.o GJpJu,)5v-c.e. ~ (K.) /3.7 1+.1 I&,. 0 nrce. 2 (k) JJ.k /2.0 0 \..___. CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .I.O.IW.O.I CALCULATION NO. 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Cf +/). 7 ' b)p~) hYC-e 'l:lk.) +tJ.4 +0.4- 8wr-hpttfie J(pfff: L 6~p'r"1Wf ),i:eJ) 0.7,8 o.t/1 {54 me a~ ~or We-s-T-£471-W.,J..v/) Mernb~ 31~ 3/~.319, 32"l3~ .... .3~, 3~~ 34-s; ~ .... 3.54- 3!/-31'03zt;-3~,32'!-335; 338-~M-7-.35.:3 ?ln/hHn nr-u y (L.a:A/) (J:/Fr) +~.33 £~~t WQ II (A--Llne.-2 : Int-er/pr-Column!?: W ~ :ZO (tJ.03B) = ().7,K.j.p- E"x/~'Py Column:;,: w -=-!tJ(o.o38) = !).3B k/R- MfAnW3 ;.t;!;_ ~ iZ{ffl117 LA-( n11rmt~t#eJ2 20/;~Z/ZI"lZJa +-0.38 o.a; 2/)3-2)~ + o. 7~ (),a; + {), "~ bB I MDY'M4blet/) /,/)() ),0{) STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./ CALCULATION NO. REVIll ON JbaOO J-/3-BE REV I EWER I CHECKER I DATE D -/if~ /-:Z..r-§8 QA CATEGORY I CODE CLASS ~. ~ru~re .. ·. ~~~~~~~~~~~~----------------------~~-----------. ' ·.! "-...'' ,r--.. F£A->T-WBT WJ AI.J:; (_ c.t)).}T) We...~r Wall {,£-L-JJ,e): In'f:er/or C-P/u~nJ1:?: W::: UJ{ o.oz4-) -= tJ,'/B )/ff £:x-J:e;;r, ~r eu I u WJ/<1::;, : Mtw~ber~ ~~uz Z~25!?25Z, 2.9/; 25l,;258., 'UtJ 2.4-l;Zb~ z4-1/ zsz~~~ ~2i-l :ZwJfc.hlear Ram, Wlf/Jz: LA-(nor-mAJ/r¥1) ~. /)() Ci. !)t) !),.5{) ~.5lJ LB(h~rma!JW) J. t)t) /.00 /.{)() /.~!) Colu~YI A-): w;;::: f {~7. 'Z$){a.f)3B) = o.5z k}ff (m"' EJ. 4Z 1-fz:; £/ . .9f. s) W,'w/ ~!trml'fRt4cii;;J.1. -tp F/ot?rGhzler@ £!..J: R~-t(z7.2.!ff)[t(J7..:;j(l).t;,z.4)= z.CJ;. M~b,y-GJoJ:,,J!Int~YIY1fin:eX (1:/{1;) LA(nwnt4)/.zrr/) 1-.B ~rwtlt'?&t/) :Z../7 +tJ . .G"Z ~.1)0 tJ.7tJ )1/f.el.ber G/pb4/ l£rce. X (k) L { nprma/;~) 3t:l! + 2.et o.,er CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .J.O.IW.O.ICALCULATION NO. REVISION •5010.61 /5B£JO .S.S-22~-')? REV I EWER I CHECKER I DATE 2>-/<'l.r......-.w.J /-;3!:'~.1' QA CATEGORY I CODE CLASS tJ()J<71/-stJW (-z-) w;.N.D \ 33 £/w«tz'en -Peww-hew~ {t_PDkJ'r:f $,11-ltz) £Jwa-h'£: ~weY heH!t.. 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"h4....J fPinf:s. 11 (?,.1'/"'r-~) ar-e. pt)l';rh; ~~C.. ~"'meJ tr-iblffiir-j crretr> t:rn :?howJ1, 1he ruu: .. -hPJt fuJ711 )71: C is Q7~Utrru/ i1t,ku,_ ar#!e. -hr;-f i:?rn&e4 IPa.thJ?, ;:e./ f,·r-Jl'f /nfi.y-/py-UJ/wmJt, A_..= +.52> (4:~7) = ZJ. lJ .ffz. A,= t(+.t,7)(,,41J) = J5.1 f+z. Ac. == f.lt,7{4.5P) -f(l.t#){z.5z) = /8.7 ff-' L (hi(Onq); Mil) o.so o.so STONE & WEBSTER ENGINEERING CORPORATION P~PARER/DAT~ ..J.J.-/ , A .a !REVIEWER /CHECkER /DATE 'INDEPENDENT REVIEWER/DATE I<.· .5fJI1i'JUI/ 1-/...,--~8 P. v/rAJco /-i?f'-~ SUB.IECT I TITLE lOA CATEGORY I CODE CLASS ?Pwerhou;,e. 5uptr.7~ciure cc. , -·· ;J/)1<:01-.5ot/TJI WJ N.D { uiJT) cAnt;'t;V c~: f_epnt) M'w/wanl ~wj; KA = 21.t2 { o.o.3B) = o.ak. I?~ = /5: I (f)./)3B) = o.c, k Kc,: /8.7 {O.tJ38):: 0.7'- Leew~ £"~: /ZA-= ZJ,tJ(o.~z4-) = 0,5k 1<5 :: 15:) {p.oz4-) = o. 4)( ~c,= /8.7[0.!)2-#-) = 0.4~ JP/nt IZ7 /28 131- /35 MQhJb&r 24-7 z.h3 fPn:;e-? (K.) -0.5 -0.-f -0.7 -0.8 Glob{/ firce r /)<) -o.'f. -()., South w~JI {9-Line): ~luh1J7 l'fJ-b. v.hr/th (ff:) 1+-'t q, .33 8-Cf /8.67 c -CJ I B.tt,J lJ-1 Z./.33 £-1 rz,co L (hPr-wvJ,.~) o.so 0,5/) ReA.dr'Pn @ ;;)? ~f wl11mn~ B -9/ c.-1: R.JJ-1 =-f(4J.~) {.o.45) = Cf,3k R.c .. lf ~ i (31.85)(o.~ = CJ.IJk. ""-· . CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .J.O./W. 0./ CALCULATION NO. REVIll ON J5BtJO NPtR.TJ.!-.ZOUTJi W!NP (_u#l") .:7Ptd1z W11// (9-Line); {uHf) Me111ber.? Glob~/ fi;r&e r/K/ft) UJ//;zt;Z -0. ZZ. Z/'1-ZZ/ -0.5/ z~/z+7 -o.zCJ Nor#t W'"' II (;-Lli?e) : C-1: [!..;; W/nt/ Pnmr~l,e£2 38 5~ 38 3B 38 38 3iJ b+ lnw-IYVlll~) {). 00 &. /)t) {),Ct) QA CATEGORY I CODE CLASS 1-B ( J1PY#?AJ/?#i) I, oo j, ~t) j,U) STONE & WEBSTER ENGINEERING CORPORATION PIIIEPARER/DATE ..J...J-!REVIEW~ /CHECKER /DATE I INDEPENDENT REVIEWER/DATE !?.. . 7fln ne.-1 1 / I -) 4 -BB .}) .-/"?'J .-;;vf /-z.-r-81 SUB..IECT I TITLE I QA CATEGORY I CODE CLASS ~werh~~ SuJ:1er-~Tn1~re. l N~I<TH-,Zpi.)TJt WJNP (_etPNT) /JDrih. w~; 1 {;-L/tze.,) : { C$nt) Mernbec2 Gl~l&ra r lldft) Z/7 -0.35 ZJB -0.35 z#; z1:5' -o. B I "UZ--o, 14- 2.63 -o,~ M~ker 30'1 JO,rrf: 45 54- G!PbAI FP~:rtV -I. 2.. Force ~(k.) -;z.o -I /.4- LA:( J1PYII"4P 'eeJ,) 0.7B {),{){) o.oo O.()O (),t)() Lt)1~mttli~) O·bCJ L.B{Y~er-Wt!l)/~ /.00 J.«J ;.co j.t)() /.t?t) STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET REVISION 4501061 PREPARER/DATE -+1-A 1<. . .:irTiJ1J?I!..-1 1 ~ ; -1 ..,_ -ea SUI.IECT / TITLE QA CATEGORY/ CODE CLASS ~. ~R_Pw __ ~_h_P_U~~~-~-U~~~,~~~~~~~u~~=-------------------------._~-----=--~ soVTJI-!Jt;,ent ( + r:) w; ND ~ 'f:z:.... -• ElAI!tA-ht~-Rwu-heWH- ( LDD/</flj ,StJu fit) kt9J Et:J~t) Sw,r~ &om Rot![: {..5:rme-er.s fir We;r-G~t-W;w/) G)o~/Jin;e.YI.k) +4-.2 +f.5 G/&JbA/ nru z{K) + 0,4- PowerhDu~ RJ: (S~rn-te. t~~ -hr wen--£1:,# Mltl/,) Memb~ +/),4 31~31B,319;3~ :?~, ~J't.,, 357, 345'; ~ 35'+ 31 I-317,. ;21)-~Zh/ 32!/-335; 338-~ 34-7-3.53 -® CArt•PY Plt:m-P•werh()uJ.e. STONE & WEBSTER ENGINEERING CORPORATION PREPARER/DATE _D_/ 'REVIEWER /CHECKER /DATE 'INDEPENDENT REVIEWER/DATE R . .5ti'J?neJT/ J -)4 -&E :J_ rWh-.C/_.1 / -#_r-~ SUBJECT I TITLE IQA CATEGORY I CODE CLASS h -werh PJ!f!?t!-~HJ:1e¥" .sfruc.:7-u y-e_ , SOU77-I-NOIZ!Jt W!NP { ~ND lAntf1 R.b€.' {slf~e. ~ -hr #Prfh-_5,,1-'(fh. Wtl1.!/) Member:? . I=Orc.e.. X [k.) + 4-.4- +2.2 z#J, Z5l ~ 25~ ~ ~ U.l z+~:u3 CeH'¥f End~ ; Svce Y{,k) +3.0 +/.5 Glo~/ firee X Ck.) G/okq/Grce Y{k) L ( 11PY~Y~a /; '&) -0./ +3.0 o.so -o.; -r/.5 o,5() (~IJ-m/ar -/;; NPY"/h-~ufJr Wt'Ytd exCBj?T w/YVI~ /. Jeew-an:l end:? trre rever9t/) JP /n+ nrc.e ? (k) JZ7 +O.B IZE +0.7 134-+0.4 135 +0.5 5outlz W4/) (9-L,~e) .' L (noY"W~A)iw/) o.~ 0.50 Co)qwm Jh)z. W,-?/tt, ({t) ~'&l~ree(Pn=) A-1 9.33 38 B-1 /8.~7 38 C-9 JB.~7 3B P-'1 2J33 ~B £-1 /2. !)() 38 ReAd-ibl1.@. o/ ff-cP/u~yt.!f, g .. r I c, .. 9: R 8 ~1 = f {4/.#){o. 71) = 11-'. 7t. Rc._, = t. {.n.e~(o, 7 J) = !1-.Jk. STONE & WEBSTER ENGINEERING CORPORATION PREPARER /DATI: ...J..J..-:. ! A ll'J I"EVI EWE. R I CHECKER I DATI! IINDI!P!ND!NT REV I !W!R /DATE f?, 5-f/nne-11 / 1-J~-Bo v. ~ ......... vJ /-~;-.88 SUB.IECT I TITLE IQA CATEGORY I CODE CLASS ~,, r~~P~w-~~~~~U7e~-3~uF'~~~~~>~1r.~ru~~~-u~.·~~------------------------------------ "---·· =?ount-N&JK!li WJ/JP (_aNJ;) .S&>ediz WqJ/ {1-1-111~) .' {u;J11-) ~8)1";$ G/Pba) ~~T:(k.Jft) zoJ/ zoz + 0-35 z;q * zz.J + (). B/ Z4t:./Z47 + O.~ For-a r (k) +/4.7 +/f./ NtJr-fh Wq// {J -L/11e) : LA=[nl)rh'?t:rl/reJ) o.tJo {), t){) a./)/) /r; buta'!)( W!'w/ W/nd CDlllwth Wid.ftr em P'("M?:ur?,(,¢8 LoAI!/Ik/$ A--1 9.33 Z.t/-0.2Z JJ ... J J.B.~7 z4-IJ.f5 c-1 JB.67 zf tJ.4:5' P-1 .. _.,, zJ. 33 z+-().5/ E~Jftl;:,lf) 3.7> zl-o.O'/ E-1 3.7!7 21-IJ.tJ9 £-/ JZ,tt) 24 {), ZCj 1< eAvtio11 @ 7 iiJ? / u!umn:S e-;/ c.-1./ I e!..; : 12 ) • o.+5lcfft 17 -• '7:N t.. f f f * t f.;.;k '#J.u' T7.'k LB ln/)rmal/i!:f!/) J, !)() j,/)0 J, tJtJ - STONE & WEBSTER ENGINEERING CORPORATION PREPARER/DATE ~ I REVIEWER /CHECKER /DATE 'INDEPENDENT REVIEWER/DATE R.. S1inne7! / J -J4-a8 j), #~"""C,.-' /-2-/#~ SUB.JECT I TITLE IQA CATEGORY I CODE CLASS EPwu-hPH~ .5>upeY~1rudiire , .5t?U77i-NtJgTlt WJ/JD {c_pJJrJ NPrt/, Wtt)/ (j-LiYJe) .· {_ant) MBtnb~ Z/7 Z/8 'P#;Z45 2b2- ~3 M~be-r 3()? JO,nr +5 91- G/p~/ 5ru ?-(KJ-/t) + o.zz. + o.z:z_ +0.5/ + tJ, 01 +O.C/ LA-(~);?=£¥1) 0.78 {).00 t). ()!) 0.()/) t)./){) G/Pbtr~/ 5w-r:{k) L[Y!PY'#ttl)/~) t-0.8 0.69 L/3 (nPrmt~h ~) ),{)/) j,t)t) J, ()tJ ),/)/) ). /){) CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVISION PA8! 38 QA CATEGORY I CODE Ct. ASS VERTic&-Pf.@)Pt2.Sut7Jc.. .5£/.>lii/IC bMQ !he-. verffai/ )?~tl'P~tr#t-/tJtU/ ,j. 14k~ t/.7 f x 0.35) ::: 0.233 J: -tfme..s--fk l'..Xf7ec:hJ. dUtfl )!)etc/.~_ f f<~r: )/ve-)t;~ int/f .$ht'W /!J4t:/. (If ?"rit~»r offhe }/V~ lltr/ 41-V/ ShbW l Pttd 1.7 I 11 cJ ~r;J lf{_7 .71JIU.#) i?y UB;::::. / 5ec... Z3/2.) R.e.:fir -IP #,e., deAr/ /~ -f!P1r /iv~ /t;~ trtn/.7}'Jpw / "'~ C4~e-.> -hr-£Yu;,/£c... loC?d/11 va/t~eJ?, mwtt~ Nr411ber:s; 1)7e. d~>~iy::: o.Z33(tJ.32b) = o.o7~1't:.l. 117e.-M~ .?7:e.VPl-~ ~ C/)~Qhe/ ilJc.tJJt?pu7i.. ver/, ~t":5n71C;. l();j -kr-...fn?m/";1' l11~er.>. Member5 3/0,~3/8/3/'l3Z7, 3Z/31 ~" 63~ '345; 34/." 3.9'1 .3/J-.;1~ 32P~; 32.9-33.5; 33B-3#;347-3S CDnc.. A (){)r @ ~~ 6/) 1 Me.wk? G!obtt! nr-~ Y {k:jR) 301,309 /).zg (/.04-+t;,z.5(:z..5())) =0.3'1 30Z-30B tJ,Z33(z.OBra.ZS(5()()))::. 0.78 .s ,J,~t~ ttn/ Gt'r-B /1wtber::s 20// 2.02/ Z/8 203-21,/ 24-&-~/ Z../9-22-11 24-3-245 2~~ 24-7; U2.~ U3 2/7 G/tJ 0.233 (o.Z'f = 0.07 ~.~3(tJ·3P = 0.07 o.z~3 (tJ.3:z.) = o.o7 o.u~ (o.3g,) = o,oa (),z.B {().4/1) = o.; I STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./CALCULATION NO. ltEVISION PAGE 15800 E'l 1-!5-&8 QA CATEGOitY I CODE CLASS V~JV7t:Ai-: ~t£UJ;:t).7/A=rz? ..!Gl{"/.$1v/JC-LeAd? (CPA/7) .5 WI ~e&r' .g:ppl?? :;o,t,f EPra Ylk) 8/ O.Z33(S:3ftJ.5(/9.8)) ::::35 CAno/jV J(;ini3 hrt:e X lk) IZB-13¢ o.~.J(t,.P+tJ,5(&.3)) cz.j !Zl; ).?5 o.B.J(~tJ+tJ,5(3.z)) =-1. J Me;nbea; 2.tft25t~zss;~ 2.59/zt.r./ -z+~ZIJ Pmm/nf) @ &r-kJ Crt:~J?e.. 10/nf.:;. lira Y {k.) ICJ,~ Z/ O.z.B(I.Z) = 0 . .3 UJ o.23.3 (z.~) = o.s 82/B+ /),233(J,f) = 0,3 B~ IJ.'83(Z.i)= 0,, ry'rt:.~ y /)(.) o.a~(6.3+o.5(5.&J)) = z,z lJ.Z33(.?.Z+t>.5(3.tJ))= J, I G/~},g/ lirr:.e. 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I 3B J.J.?f;e.7(.3(l))+ZP(.CbZ.)] = 7,1 ~ J./5' {19.7 {.~+-zo (,06z) + Z7.4·(()U))J = '1. 8 * /.}5 {;p.7(,3PfJ)+21)(.t6z.) J:: 7, t:t +J 1·17{1B,7{.R;r;)+zo(.ai) +z7.4-(.@)] = 9.8 4-Z.. J.Jf[/8,7 ($0)+2t?{C62-)] = 7. '1 43 J,/5{19-7t~t:f))r2P(Pt.Z)+z?.1-f.06t))] = 9.8 4f /.J5{JB.7(,5C())+UJ(.~~} ~ 7, 'J 45' J.J.f?!IB.7(~+1tJ{.t$z)+z7.4{.tU;)j = 9./ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORA liON REVISION PAGE .&5010.61 51 J-/7-88 -----1 STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET IJ.O./W.O./ CALCULATION NO. IREVI81 ON I PA81! •so1o.a1 J58tJt) / ~;;-2Z3-7 P 5Z PREPARER /,DATE ...J.J-.. a I"Ev~ ':wER 1 c»EcJCu 1 DATE 1 1 1 IlNDE PENDENT REviEwER /DATE !<, 5fTnnell / J-1 1 -&'B m-~ ,, ....... _____ 3f/t/r"6' SUB.IECT I TITLE -1-...J-I hwerhPtt.?e .5it.Per..71 nte-!uYe I QA CATEGORY I CODE CLASS. , 11M~ ?1:/?ee;e:TZB ,Ft)J< ~· PY#It-)1}!? .%7S!/IC LMl?$ (u;A/7j JR/ni: J/)0 /0/ lt?Z.. J/}3 JP'/ JtJ.7 ;d:, J/)7 JtJ8 )'2-7 IZB j}_Of J.?{) JJ) J~Z IE )?'J- 1~5 13~ 137 J'58 171 J4tl /4/ /4Z. J43 114- C'rtlne... Air-'.$e-z fY-PW? ~ /t;. I s-BI?P, t>t/ 3-.7 -~:2.3 -7 ~ R&~. ),~ f'• 1-::?: JP1'nT Cy-qne_ W~) fx-Piredr"Dn On/Y) /9,~~ B.Z-,83 4/.3 - STONE & WEBSTER ENGINEERING CORPORATION PREPARf:RI,DATf:_..J.J-/, 9 luv•.:,~RICHEnKnloAn 1 .1 1 .NDf:Pf:NDf:NT R.:v•.:wnloATf: K.·. 5hn11e:tl/ J-1 -8B ffl~ (1-..e-_ 3 !'t;rr' SUB.IECT I TITLE 1 lOA CATEGORY I CODE CLASS pP wer j,pJ,f~ _5,W):19r.Slr~Yer I , ( \~/ lv/~ P/?t?ee:Pltf-:5 Ft/e )#Rlr:. J?YJJA-11/C .?£1?11/C-bPA/?.? {cWJ) JP-h/ )1/qz.ze-2 JPmr wer~:Jrt: X /k.) JCJ /Z./-1-/I),j + 4/.3 = {:3.5 zt; /t..td-$.5 ++/.3= (.1,.4 '2-/ 15.5+'//).B ~ U. 3 u 1+.3+7.8 = Z2. I ~ 1+.3+7.8:: 22.1 "2!--14:3+ 7.8 ;::. z:z. I "2--.7 Jf.3+J/),s = 2+. B ~ 1+.3+7.8 = zz./ 2-7 /8.'/+9.8 :::28.7 2B 8.~+7,() ::: /5. 'I ~1 )5.0 +/0.7 :::25. 'I JP 15.0+7.7 = zz.7 3/ /5.0 + j().'J ::: 2..5":'? 3Z-/5.0 +7. 7;: 22.7 ~ /5.0 +/O.'J :: '25'//j J5.() + 7.7::: z 2. 7 ~ J5.{) +J{)/1::: 25.9 ~ B.CJ +7.0 == 15.'7 ~7 JCJ.B+ 9./ = 2.B.1 :7B 23.8 +-7.9 == 3/.7 ~ 23,S+CJ.B == 33./:, ~ 23.8+7/1 == 3). 7 41 :23.8 + 9.8 ::: 3.3. (p fZ "23.8+7.1:: 3/.7 -tt Z3.B + r.e == 3.3. ~ '11 '23.8+7.'1::: 3). 7 ¥ 2b.6+ CJ. I ::3.5.7 ~ 1'1.5+7.2 == 2t,. 7 4-7 23.8+9.8"" 33.t:, 4B 23.8+7-9 = 3/.7 4-1 23.8 +7.9 == 3/.7 ~ 23.B+7.CI = ~I. 7 Y/ 23.B+7.'J =3/.7 ~ z;.B+7.'J=-3J.7 73 2.3.B+'J.B = 33., Ji'f ~.6+ 7. 2-= 33.8 We-!'MT r!.k) 7.4~JIJ,) = 17.5 8.8 +B.5 = /7.3 7.7 + /1),8 = /tB.5 (o,5 +7-8:: /1;3 ~.5 +7-8:: Jf,3 ~.5 + 7. a :# J-+.3 6.5 +I ().5 = lJ. {) ~.5 + 7.8 = )f.3 J4-:Z+'l.8 = 24-.0 8.l:J T 7,/) = )5,CJ /SOt/~.'!= ZS.CJ 15.[) + 7. 7:: 2-Z., 7 /.5.1) + J!J/1 = ZS:o/ )5,{) f 7. 7 = "2Z.7 15.() + J~. 9 = 25.'9 15.0 +7,7 = ZZ.7 15.fJ + /&, 9 = '25. Cj 8/1 + 7, {) :. /S:CJ /9.8+9.) s 28.9 23.8+7/1:::. 3/.7 23.8 + Cf,B == 33.t, E.8+7// =-3).7 2.?.8 + 'l.B = "3.3, ~ ~-8 +7.9 = 3).7 23.8 +'7.8:. 33-' ~.e + 7.'! = EJ. 7 U.k:; + CJ./ ::::.35.7 /9,£+7-2 =~-7 z:J,8 -+-CJ,8 ::33. ~ 23.B + 7.9 =3/. 7 23.B+7.1-:::.3J.7 ~-B -t7-1 =3!.7 23.8 7-7. i =3/. 7 E.B +7-1 =31.7 2.3.8 + 9,B = 3.3.' U,.~ + 7-2-::. .33.8 CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVISION PA8! 54 QA CATEGORY I COOE CLASS ~~. . i Mt:i~~ PRaPGe.7JE> ~,e_ J.ltJJ<.J:r:. J2.0./_Aftl JC-.;?~M LC:. b£&2:Ji:, (ax)~ Jiie.L )/fB£fe-> (~ ::[i?;';d-w ~ili-A :1-X (_K...). ' rz-k. €-I 73 u.J+JJ.;-=-.nz Zi,. )J./ = 37. 2. 71--3'/.8 +4. 7 =-44.5 3'/.B +-?-, 7 • #..5 7~ 39.8 f/3.) == 5';Z.'J 39.8 +/3./ = SZ..'J 7? ne +4. 7 = #5 31.&++.7-#:5 77 39.& .;-;;.o= s-o.a 31.$ + J ),/).., 5tJ.8 78 39.8.,. .5?;7 ::: +5.5 39.& -r 5T.7:. +5.5 7'! 3'}.8 +/2,J. 5/.CJ 3'j,f; 1-/Z,J = 5), CJ Bt' 39.8 ++. 7"="#.5 39.&++-7= 4+...5 8) 44. 71-1/.}:: 55,& # 7 +J/.) =55.8 BZ-6./ +z,J+-4/.3= 49.5 /.f+z,/ == 3.5 B~ )0.5 +).2.++/.3= 53.0 z.7 +J.z = 3/1 e1-q.z+;z.; == J /.3 /.4-+ z.J == 3.5 85' 7.8 +J.z • CJ.o 0.0 + J,z.= /.2 ~ 7.8 +2.) = 9.9 {).() + 2. I = 2' I ~~'. B7 7·8 +).Z = CJ,!) o. {) +-J, z. = /. 2. BB 7.8 +Z,) = CJ,'j ao ~ 2. J == z. 1 , ...... fJ9 7.8 +J,Z • 'J,O 0.0 +), z ::::. ). z. 9{) f. 7 +Z./-::: ,.8 1)./J + 2,/ == :z. J '1/ /2.].+9,7 c 2). 'J /2.Z+'J. 7 = Z/. '! 9Z )7.8 r7,j = 2-4.&/ 17./J + 7.1 = z+.CJ ~ )7.8+9.~ == 26.7 rJ.&+B-'l =~.7 17.8 +-7, I= 2"/-.'J 17.& + 7. J = Z1.1 q;-17.8 + 9.'1:: '2i. 7 rJ.IJ +e. CJ = u...7 9~ 17.8 -r?. I= z-4-/7 17.8 + 7.1 = zf:"j ~ 178 +B.CJ = '2b.7 /7.8 +B.'J =2b.7 17.8 +7. I :: :z4/J 17.B +7. J = '2:tf.'J ?1 rz:z. +9. 7 = 2.1.'1 12.2 +9.7 =zi.CJ //:() 7,5+/,o/s&J,+ 7·5 +J,'J = 'J.4- IP/ /4-.'J +if,~ -::: J 'J .5 lf.CJ ++.~ = /9.5 ;oz.. J+.'! + 2.(,;, =) 7.5 !+.CJ +-z,t,. :::: J?-5 1~.3 14ft+ 3.'!-J8,B J1.'1 +3.CI = JB.B ltJf-J4,CJ +Z.t:. = 175 1+.1 + z.t., = J7-5 !P§ J4-.'J +3/1=--JB.B ;1:'1 + 7/J = ;a,s J/)6 Jf,CJ +-2.~: j"J,5 J.tf.9 +-z,~ = 17.5 IP7 14:'1+4-;t,;:; J'J,5 /4-.CJ +4-,t. = /'f.S /()8 ?.5+1.'/= ~.f 7.5+).'/ =&J.+ ,.-~. / STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET J.O./W.O./CALCULATION NO. REVISION PAGE 158M I .7.1?-223-.55 QA CATEGORY I CODE CLASS M¥? PJ?:.t?&lOI/33 fiR 1/();RJr;, PYNMIC _5€75ti1/L UJtf:l;::? {a;;AIT) !o-k; I 11~~:;e.:;, { 4}J71) We-t lc .32.. 8.3 ~+J.2 S'J./+7/j ~ ~7./J !1/.J + c;, J = ~. z. g;,}+7,1=t,7.0 5'/./ +$._3. =~7.4- 5'1./t-7,) ~ t:i,:Z .91. J + J().o = c, '7. I .511. I + 7. 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(r~-r~) 32.k (wl:,.J)-P•u. ;,.-r,.vWH. 78~ ( horir. fle/5-n?Jt:..-) (rzl ~ #r c,cHne.c..iion.?) 10,... {m/n.) rr;J,. W/d#! -== ±-{7.5) + ;. _75 = s:s' l1t-n ., \ r PI-77 J,. J I I ~ \( :Z. }< 1 PL: w»L = ;.;s(().OBtJ,~ + .7,.5 LtJ.UJl.J = /J.ta'fff __., M,_ =z,o.tr,3/ zf1) = 32 j I --}. VPL = z. (()./,J)(u;) = fDI< 1-L ' Wt.t. -5. 5 [P.~ -/. 38 Y#J L( ,\!. :z. I LJ Mu. = B /.3BAzt;) + -;;::(~td_Z()) = 84-~./ Cont" ~ -=3,o.k €J.M/ti$-J'I!U1. VLL =tf(/.3B){Z/)) +f.(3.tJ)-= 15*- V'+"'t. 8~1'?14-ht;, ~ : WzH tJ. ::: tJ, t:,~ + f (1, R1) -= 0. 9$ kJFf W.s:<t = o. 233(0.98) = ().23}/-#- Mq = ~ (().Z3)(;u;)-z_= IZ k 1 ; V~ = f (o.2.3)(u;) • 2k v~t: PyJW,i'c.. £4': M£~ = (~)(z5) = z3K.'./ VE4> = 4-k t (Cit/e. • .$.S-Z.Z..ii-7C.,~_.P• Z2) H)l Wz4..X l$: Legr:/ Ca?e. I-l7L + feh1)Nnliure. • P = J~;k. M =.:Jzk' -F~ =f-=f;/1 =B.O/ bJ h, =1-= ~ ~ z.4f?h/ kl-lry-::. 2/)(Jz)/1.81 = )2.8.3--. ;;, = 9.07 Ks./ kl./r.. = Zf){;z)/,.sS= 25.13 _.,. !i1= 2.31../>Ks.i F• = o." ry = z~.7t.~i {~1111;,~~~ .f?"J".J*'rtj a + c~ ft, -=-e.oL + ;.o(z. == 0 ,99 <:. J,t¥J ~ ,. (J-~)fl. 9, 07 (1-2.36<1. U.7/. - ~+ :&.. = B.tJ/ + z.f? =o.+B ~ ).PP th a'fy ~ '2./. i, Z3. 71:, ~ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .I,O.IW.O.ICALCULATIO. NO. REVIllO. PA81! •5010.61 J5B~.O ~..7-2!2. -80 RI!VII!WI!R I CHI!CICI!R I DATE T. TURNOCK APR 12 '88 QA CATIE&ORY /CODE CLASS FLOOR @ £L. t:/)1 (a;AJr) L-Ot?d Crze Z -Dl.-+ LL + £& nerli!- p = 78 k M = 32 + 84--= J I~ k I f4 = f = ~~/ = 3.88k.t' h = ~;: 11 72;? = 9.0;1-b/ :&_ + cl'tf fJ, = 3.BB + ~tJ(CJ.o+ =-o.8/ < ;.oo ~ h. (1-f,)n. 9.()7 (1-z · ·" 23.7, - ]!___ + b.= 3.BB + 9·!¥--= o . .56 < ;.oo ~ o.{,'Y Fi-21,~ 23. 7~ - Load C4.se.. 3 -PL + LL + £/l ved: k. f ;z +84 + IZ ::. /zE)<1 (GoV£/!Ai>) p = /0 M = I~/jZ+/)1}+23]=/0Sk' L. p _ _tfL__ 0 ~ L • r .1!1..-/2f3(JZ) a a t~.' Tet :: ;f -zp,j -,,:7{)/a>/ T~ : ,5, -154-: I' 17 ~ .fq_ + f;. == o.2a_ + 9.2~ = o.+l <::. ;.a; vfJK.. n. Fb 'J, tJ7 23.74 -- usE Wz4..;<6B Re.qc.:fi'~h$ : p = J'lk. f'+!5=z.Jk. (GoVE~N:5) V = LT.so ['+;s +2,14(4)] = 2/)k STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET MAl 0 ·61 I ~t58oo CALi'";;o~ ;~ -7 D 1 REV··· ON 1 .. si IPRIPUU/DATI ..J.J-. IRIVIIWIR /CHICICIR /DATI IINDIPINDINT REVIEWER/DATI f<, St-/nne,rt / ;z -J,-813 T. TURNOCK APR 12 '88 U8.1ECT I TITLE IQA CATEGORY I CODE CLASS r'. :.,-PbwerhPU?~ .SwJ?e.r.Strl1d;;f"e-\ '. ·"' ; '.:..--...· FL.aJg.@. lfL' ~0 I (c.PN/"') 24 1 E/o~;-G/n:/e,.y-@ 1-/ne.,z /.3.5; Z 2 (Min1b~ ~tJ/_,3tJ~.3t:)S:, ~?., .3P1) Forr;t.. Normal Wf4A f4.,~ (C4~~By'&) P tzk ~ 27;k S/3 L. Vv Cijfk '8k 10)/t.. 79,: vi!" ok Jk J k.. • ,,.. -r oJ:.' ok' ok' ok' Ok' "'"' /k.' 'oJ:I t 56zk' 4-zJk' ,.n_~c' ok' S-e/'.smic .. ~ve-rn.:;. -!he.. de,;./Pn. Tv-v W30 X 173: j f!_ .1:':Zk-. !!1t.. _ &,(12.2 _ .1.. • ..c. Me bzzf!Z) _ fa. :sA-::= 5lJ.8 = 5.33k;;, ; fby =,joy ... 79-8 -().9/J);S; / T~ .. ~ = 539 -13-}f kL/ry = /t..5(12)/.;.43. 57.7 __.Fa= 17.{,5hi I ~I= #.Cj )&,;' J J, I ·'' I 1211'~-(?!j.;te'I)L-L.~. kl-7Yi! = z4.tJ,.Jz4 12.7 =zz.7-+ Fa= 23 t22•7j.z.. -289. B J;.>J F_, = ~, 75 If = Z-7. 0 ~;' n. • tJ, 1:,{, fJ := Z3. 7th./ { CJ)P! :lthut?if.!? ~~ ~ .,. c,..,i.P.r + c..,* f.. _ 5.33 + J.o(o.9()) ;.tJ{/3.85) _ 0 93 < 1 00 v615:. ht (1-ff;}ry (1-~}1,2--J7.t.5 (J-f/t)Z7.D +(J-{B;)j"l3.7~ - . ' - :&._ + ~ + & = 5.~3 + tJ.9() + J3,B5. = O.B~ '"'-/.(){) vf;K ~·"'f Pi;! ,:w '2/. k 27.0 23. 7' - U.S& W30XI73 /S.eA&-iiel1$ : P=5J3k. VJ = 711<. Of),er Y?!.l:t&-trPh.$ qre.. Y!~)~'.b)e. No-h: r/Pt?r ,,n~w-f)J1 t-in~ 9. h?H5-t"" 1//1;,() be. cl~fiJ?ed -hr ~k. Y1/()J1()Y'41f /~ ~mbi11'u/ w1fh n"rwM/ /MJ~ : M* = ~'2-. + ~ = 598~1 <:: t,zzJ!' (.5e-;6mlc.. 11r:) ,'. ~ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORA TJON REVISION QA CATII!:60RY I CODE CLASS ""'-, :..sTn F~ Wi2 fl. 6tJ 1 {a;.AiT) 2.4 1 F/o()r Girder @ L/nez Z; 1; tr.-< 8 {M~.s 30:Z/ 3M; ..?d,/ I!¥PE) • r ) ~ !Gei>mi'c..._, .S.e./:P11k~Ehb? For N()'r!ktlf· w, ~~ (/rl~erv (fenn~ti~nzX. Vt 93k 7()k 1o3J::. '~: '1.! 0 o;, o~, 1;, I k' r I o", o , ~ I jt s{;r_; ~k' Ji'k' ~~~ Se,J~WJ/c.. ft>VW'/1S -the. d8$!J-n I Try wzzx 11-' : . p 5/;, . & 4{1Z2 (' 14~ 'ff~ I fa.= A::. +z., = /.3/ h,; -hr = 5;. = ,3 .s =o. 76h.i; r.ba = :s; = 1 =-19. O) h1 kL/ry = ;~; . .:;(;z)js.zJ = ,/. 7....,. h.= 17.Z7 h/ F;t == tJ, 75 If::: Z?.~kJ/ F.b~ = o."Jf-Z-3,76~/ {uH.-IJi,~'"!J..$ti)?'DrJ;) · .:fg_ + 4L, + .f~,1 ~ /.3/~ + o.71e + 11-41 = o.tttJ ~ /.M ~ ~· "f?iy fj,~ /7.'Z7 Z?.O 23,7t, - V.5E w.zzx 14 l?e~u:.f/t;/1$ : P=;o'k '7 ~aoK. other 'f'"!l.vfr/J;u. are. n~J';f,J,/e,.. ND"k.: AP()r !Jt'nler Pn L,J-;e. 8 mu?r ~15-o .be c/e.?~.etr/ -f;r "* h'lPI'!t)n:l/1 IR4 Cp~}?IJ1ett wilh )?~rh1A/ Jt)A.&/.$ : M1:-== 592 + '':+.2 = t,z&k' <:: t,5Jk' {~ .. ,';,~~~:-Afc) :, ~ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION IIIIVIIION QA CATEGORY I CODE CLASS ( ~: ~~;..;..;....;;.:~~=-::::;~:;;;.:..:;u..-----------'----------1 ' , --• I I-~~~---~--~~~~-I BID) ' 8/b~ UlJ-&---::f Bltll Vrtt~J P)'n4mlt:.. Aca)BY4lten nr-ln7en4Jr ~/?/~: am~-:.(#:::;;) a,.MIZ)J» =~){o:z:s) = o.~/ I nr-e,t7r,p,-:5-(rt'~er;; a.-N :::.(1i_){o.z;_;) ~ O.¥tJ l/~ mt~re.. ~~VA:fiYe. 0.6/ I!! Va)He. -kr t:/e.,$1~)1. v ~ !Ill ---· ---..g ... • STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./CALCULATION NO. REVISION J.580LJ ~~-:ZZJJ- QA CATEGORY I COOE CLASS BeAm BJO/ A-~e. /!J):. aX1'tl/ CP11ft"f~/ /~. {;;;rf-Y/:))//1J /~ ~ t's PL-1-LL +-E4J~~~W""f. 8)!1 DL '-'-L J)L.+L.L.: w.,+l. -== ;.;.s,o.t8tJ) + 4-.17 [o.tYf7+tJ.25/)]:::: /.48/(./# - CQr,-t L.()~ :::3. o k ~ M/r:b-rn 'L. I P+J... ~ N11:1+L = i (;.H,Xla9f;) + :/:(~a'H-) = 31J.+K; ~#. = -t (1.4$){;a91) + f ~ s.J + J,.G =-;ok. P~QA;ril& 6P : WD+tt. ~ /.l.s'(~.tJ.sP) ++.17 [i;.t>flrt(P.zstj] = tJ.7tJkjfr W14 : 0. ~ {().71)) = O.)b J7ff lr1..., = r(o.lt.)(JtJ.'J4)-z. = z.4k 1 ; V£P : f (o.Jh)(Jo.~f) ~ ().Cjk Py~m,'(;, £/(: WEll =().~/ /!.7b) = IJ.43ijff M111 = -fta8)(!b.9'J)z. • ~>.+~'; VE.rP-=-t(o.43X;o,ef+) = zA-k I/e$r '-"~~ (IJ()rwJAJ/~): p:r;tJk . M = f,3tJ.4-+2.4-·3.3*' trv~) tP~~) " (iii f1o.++6.{) ~ zsk Lt:J~~~ 7J;Y WJ4:X.1t? : [4 =-f = ~~ = /./3 bi f. -=-1-:: ~!f.~) -= Cf.-f3 k~/ kL/ry = j!),'J4-(1~)/J,4'J = Ba.} _.. A; ::: 1+.4:3 ~· F~, = {).•~ If = Z3.7, J:s.l {CI)n11J1t.t()IJS. ~r;;Qrr) .:& + ..n -s .!:_1 3 + '/. t1f3 : 0.48 C:::: ).00 v6Y ~ FJ, Jllf,f~ v. 71. ~ U$E" WJ4X30 J<e.ac,iltm s ; _ 5 10k (P+-1-) V-?:i:f[Lotz.l+{z.+j] •/tJI<. (J?+L.-r~mJ) STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./CALCULATIOII NO. IIIEYI81011 J.580t) ~ -22.3-PBE' IIII!VII!WI!III/ CHI!CICI!III/ DATE T. TURNOCK APR 12 ' QA CATE80RY I CODE CLASS (-. l-'-.:;;....;...;..""'--'-~~__.;;....-r-...;..,..=5/Y,.....r......;;.vt.;.::~;;.....;-lu...;..,;u_re.=------------...L----------t r/_t)t)g @ Eh , &,0 1 (_ CIJNT) BeAm BJtJZ A.!611117e-IOI< ax/4) un#JI1#~/ )~. [;;nfrtJ/ }/1" /oaJ ~e_ ;$ .PL + LL + E/;v.rf: DL + LL : PI-J..J- 3-Ja/r /o~ ~ 20/'sf + lt:JO~f over II '-JJ''run =(.ozo+.JaX"·J5)(~5) :.o.z+ ;.o =J,zl::. 61:>1 ~ LJ-)d. Wp+L. = /.J5{o.o21)+J.BB[p.0'17+~.25l] ~~.~-/fl- ~nt LPN/ :: Z. oJ:.@ M~'4~1'an ~ewlll5iiltt:-~: W;+tL = /,J5(~.pzJ) + ;.sa[!u:t~7+f(o.2SZJJI=~.321Jff wa' = o.~{p.R.) == o.o?kJ.ff ~ = ().23~ [p.'2 +if] = 0./ k PjMm/&. ~: w6P = (),/JJ {f)..,Z) • (), Zf) *IH f'~ = ().6/ [o.z+lf]= 0.3~ 8 1/e$~ Load.;, {N()r!Y14/Ire4) : _ _ k M _ S (+.3+1.5 +1JI'I-)(s:+7) -f(.'8+.o7)(5.+7)'Z-= 2z.7 k 1 (6oV~) {~"~7a#c.) p-)O ; -t:tsfff::3+/,5+/.Z)(s:+7)--lz:(68+.1J>)(S:4'7)~-:: JS.C)k.' {~n~tml't) 1Cj C12X 2().7: c.. -..e. -/0 _,,A. L~.· c -/!i-Z,Z.7/Iz) -/Z /7 L-I r;. -.4--,,tf/ -·fdT ~ TJ, .. .$ -2/ . .5 -'" ~I k L/ry = lo .9f(;z)jo.7&J1::: !tf. 3 ~ h, = S:53h/J kL/~ = 10f.~9z.) = 2.8 .5 _...Fe'~; Bf:o k.s/ F1. = O.t,O fj = Z/ ,,/) ~;' (~i1-fil-tut~JU. Jl,i)')?,l"'f) f. +-c.,! -"' /.~+ + ';0 {!z.,z = o.B'f < /.{)() 1!;: n. (1-ljfi. 5:,53 (1-;99-:~ 2/.~ ~ + J, = .!.:Jd:.+ 12.Q ::: (),{J, <:::. /.0/) ~ f),/,'f A, 2/.t, Z).~ - ()~£ C/2-Xu;.z • CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION EL-IJog @.a. UJ 1 {Ct:J#r) 8etfm B/03 (Rr.,~, :r ltJ*-) a., PL. u.. . J. 1 DL+L./....: WP+L. =-J./5(P.I)b8) + B."2S[tUJ97 +f).z.r;:;z;J-:: 2.'11-"'1# REVISION QA CATEGORY I CODE CLASS ~h* J...e,ll.f/ = ~.t;l< (j2 )4,b)Ntl1 - M,+~.. =-f(2-'J~){9.()t:,),_ + ;/=[3)('J.DIJ = 37.ok'; VP+L = ftz.'!f)(r;.Dt,)+ -f:=/'.i:3+'i:f.I+.B*' Hor/2:-, E'{i: P = '5.tJI< Vvt. P.sew/{J £lr: Wp+tJ. = J.J5(().fJ6B) + 8. 2> [I).P97"" f(tJ.ZJ0_J = /. 3'! lt.j.;:;- 'WEII• tJ,zJ3(1.3'J) = t;.3zk/f1- 11Eli' =f(aR-X'/.~)-z.s3.3k;. V.r;p = -}(tJ.32){'J,t6) ~ /.4*- Vrt.-Pyn.~: will!'-= o.t,/(1.39) = tJ.BS/t:lff Ma : f(P.BJ;j{9,,?{J)'-=a. 7K~. Va =f{o.B.5){1.ot.)::: 3.CJ.k. /ry' W24X68: {-fi;r bYift:J~ /?U'f'"_,PtPse.,s.) ;L.+J.L+H,n~.~: P -='-5.91:.; M = 37.()):.'_. ~ • f • ;:J=.3.28hl~·li =f=•> =z.88Js, kt/ry = 'f.~~/.8]•58./__,. fit .::/7-t/h; .i kl-/ti=9.~(1?)j9.55:::J/.98_.,. J..,\ fi1 :a ~'Z./z~F-)-!153hi Pi. =tht/.ry = z.3, 7-' /::.?1' (unt' ~/Pr~;t/T.:.i - :f!J..+ ~ = ~.zs + J.~z.l. =IJ.~)<J.PP~ Fe. (1-if;)A. 17.1./ (1-1/!JG. ~.7.,{. -=- & + fk. = .3.28 + z.88 • t).Zl<:././)1) v&,Y V•ffiN )' fi i),~ ~-7~ .m- k. f.J7,()+_3.~ ::1/)~Jc.J (GPv~) {flew/~1.1:fA:h-e,) PL+tL. + Vvt,-E"4i: P• /& ,/ lrf = lrfn[».P+B.t}•llf.#=' (t:y;am;~.) fA =-f=fJ:r=/).50~// n. ==1= ~~~ •3./4-b:J :£_ + .b. -c;. 5r2 + ~ -0 J/ J" I ~ ~ fit !i -)7 ... ) 2.3.~ -.f(p c;... •C..V VJ IJ.S£ W'24:XkB Rf#Rdzo~t~: P= t:s.&Jk v _ {1+. ak (D+t-) -(fsfl4-.8+Z,J-?(3lf)] = /5.4k. (I?+L.+ V.~tEl(tMJ) STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./ CALCULATION NO. REVIll ON J5BotJ ;;;,-z:z3 -7P REVIEWER /CHECKER /DATE T. TURfmCK APR 12 '88 QA CATEGORY I COO£ CLASS ( -~..;;...._...;;.=-=:;...:;;;..~~~~----_..__ ___ ---t ,, .. _.~. ... · c FL!)o£. @ gz_, (;{)1 {cP/JT) Butm ./?)tJ1: (P;.,/11 = J{)k) BIWI /:f.. u,. J.. J PL+U.: w~.L.. = 1. J5(o.PJ~r)) + 7.7/ [o.tr/7+{).2S!J] = z.7/7'ff CtmtLpaJ-=-,;,()k <J J.t/1~11 · .,'f. ~{9"'J I 111'+1.. ""'* MP+I-=i(z.7/)('J./¥:1~¥-=.3ti/; ~""-·i(z.71:tJ,~+f• JZ.3+J . .5'=-;3.Bk &Jp£4': WP+# = J.Js(o.PN}+7.7J[fJ.Pf7+ ;/:{t>.z.!il'J = /.U:.-o/# WE-i =0·"233(/,z6) = O.zeJKJff ME!f • tt~·1!!)(9.~'= .3./)J.<· ve41 = tttJ.'2ll)('l.t)b)-J.3" Pjn· Et(: w~: o.,l (1.u,) = {).77/t:l.ff 1161( =i t~.17X9.~)'%..-= 7.'1~; ~ = ittJ.n)/9./)/J -:::.3.5):. , ~J /.f 1 , 1'. );.. )3+.,+3.0=-T?.t,)·'(~VIii!'/Js.){}}ewh~) oe-~'ln i-PM; (._IIIPY'1"14/1~ : P =J() ; M = li»~'-+tf/'=.3z.oJc/ o::yntllf11'&:.-) liy .W/4-J<.~P : [#, = f = ~~ = /./3 hi h, =-t = 3 ~j.~z) = JO. 7f b/ kl/Yj-= 9.Pb(;z)jJ.+'J = 73.0 _,. ~ = J,,JZ~/ A,=-t;.l.tlj :. .V.7'-)r.s,j {~;~nt/nf1Pif..l. ~HI)I'I'rt:) .fe_ + i:J,_ :. /.I~ + I /l, 7f: = O . .52. <:: J, tJ!) ~ n, F;, J6./Z 2~.7t,. U.s€ WJ4=X30 R. €A (... irf;l1,:; : V-[ /3,Bk (P+LJ -b':JfJf!$,8 +2.14~~] = 14-.zk {P+LrE!t.P111) CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION Z-17-&B QA CATE80RY /CODE CLASS ~~ ~u -. -·~ · .... ELLJ()f?.. @. E]_, ~I { CPNi) 8urrn BJ().5 No a'/Ja/ !PM/ a~meJ firr -H?;:s mlnPr mllnlber. PI-+U-: wPf'l-""';.;./[b.a.e)-::. o.o&kJFf CHtn~ LI;at} z t,,()J:. {/w./. z" PL-) CtJn t; /....o~ = 3,f)Fo@. Mi~/""YI Psew!P £!(: w'~ = o. 'Z33(t;.08) = 0.02 J:;.rr C'rlllnt-er; = o.z~11tz) =o.sJ:. J}'n· S( : W~ :a; P.6/ (!),!)$) -. I),~.G'_k.)pj Crttl1e.£11 = (). t,) (.2-) • 1. zk J)e,~~ '-'~~ {j)pr~J/reJ): 8 { (/.f+-2./+).5)(3,,7)-i_{~.~f/X~.,7).,_= 17.&k 1 (P+L-rC1'711nt-) {GPV~) M = (l.z+/.5r~.3)(~.'li.)-i(tJ.OB+().PZ;){3.91.)J,..-= 1 ;. ;k' (P+L+ P,eN/p &p) ifs [(1.Z+-/.5'ttJ.8){3.,i.)-t(o.P8-1-().I).sj~96)'9 =CJ.7k 1 (PfLrJ:}'"' EiP) il;v W24:Xt.B : ( JAy-th. nt'll fi,.,-c-nt11e.. buW? a~ch»t~f:) fp:;. J = ~~$(tz) = J.,ge}b./ < n, =tP·"lf =2.3.7~~/ ~ (umt; ~U/'P~ U>E W?4-Xbr8 CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORA TlON I .1.0./W.O./CALCULATIOII NO. IREV181011 I P~A .t.5010.61 J!78tJCJ /.!?~-z~ -7 P r:;,~7 IPREPARER/DATE -J..J-j IREVIEWER/CHECICEit/DATE liNDEPENDEIIT REVIEWER/DATE f<, Stinne.11 .1 Z -/7-JJ~ T. TURtlOCK APR 12 '88 I ( ~. 1 fJ;,'~';:;'J,LE LL2 ..:5w J?BY'5t.i=JA&fiire. f oA cATEGoRY 1 coor. cLAss ~~-~ , PLotJg @ a, 6&' {.UPAJr) .Bet?tn .BJtJ(:, { P,.,,J? : ;ok.) .»ot 11J..,J.L: wp -= lJ~(tJ.t?6B) =-/J.oeJ:/H ~nf: ~IV/= 3.()"-@ Mlt)~n_ t ,\/, fJ\2.. I 1 .V. ..,_,\ Ll J_ fJ'\1 ~ r::>L. CQI'It; L. MP+t. = (tJ.~.A._e . .58./ ++t~-'(:1.54/ = 7. z~; Vm. = z. (P.08..<'BJ::e)+ z. = ().3 .f. ; • .5 =;.a~ HPrli!,E/i) .: P::: 5tJ.7k Ve.Yt: P!HMtf/Pa;: wE.f = tJ.z.~~/D.tJB) s--t>.()z*!H Ma • f(tJ.D;){P.J78]= o.zk'; V£f =ito. ~z)(.B.SB)-= tJ.;k Ver'""t" lJ;n. Elf: w~ = o. &,J {o. os) = tJ, tJ.5 ~Iff MEN· tti).IJ~(a.s8)1-•o.5K~· Vs;: f{tJ.tJ.s9t4.58)• CJ.zi. l~v W2txU> : {~r-b~1J f'"?'~) PL+ LL+J-/tJr-~'e.&p: p:so.7lt./M•7.:z}t.'--fl. ~f c ;;:j =-z.szhi; n, ~-*=-~~z) =o.§4.k.:J.i k.L/ry = B.58(Jz)/1.87=55./ __., nc • J7.89Jt::;/ Fb :r: /), 6t. Ff .. 23. 7~ h;. { (;l)hith~ 5«)')?"'Y"t) fa-+ t ~ J7.~ + ~~" : 0 · I' -" /. ~ iK ):.. 57.z+o.z =-7-+J:.'{G~vseAJ.>) (~J,~) ])L+L.I....+Verf:"~: ,P•Jt) ./ /fl:::£/~[?.z+tJ . .[j•s:BJ:.1(J:yMmJ'l;,_;) L L J{) In ' _L' !L 7, t6;-Z.) L. ~ ' ~ = A-= ZiiJ = ().5!) ,<.>I/ T,b = 3 = I • 0, >B N-1 * + 1t:: f7.~"" ij§ =0.()5 < ),/)/) ~)( U.SE" WZ4=X I>B R¥1Cit~: P-=-So.7k. STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .J.O./W.O./CALCULATIOII NO. .11.5010.61 ~Bt)O I .'2 fi,5k 4-:0Jc. QA CATEGORY/ CODE CLASS '-·Dk z.oJr. J3.3Jc s5lr. B. 1 k. Vor1: P~p/?47: P=-10k We~-= o. 23.3 (o.;a) = 0.02 klff- C'Iillne. £~ =-o. 233(z.o) = o.sk S"IR/r E1( =o.Z>3(!).6) = o.;k. Vurf: l?ynAntl~ ElY: P=/~):. w~ ·P·6J{1J./{))-=-o.~~/ff: C~e_ Cl( =/),,/ (z.tJ) =-J, zk. .s1R/'r Eif=(),6J (1).6) =!),fl-. TY-v Wz4-x ~B: l PL-t-Ll-: N1 = (zz.tJ + J,~ rz,r;){;~Po)-3.7(a.zs)-JZ,3(1.5P) -~.o(.z..f)-t(.;ir_;z;l'·= Z2.tjk.' .f._=~= z~:JJ.z.> =17.81-b/ <:: F7, =P.6h~y=23.7~h/ ~ t~t?f.-.s.'¥'/'1',..7) ___. I J?L +LL + f#ri~.lfR: P = S'P. 71<.; Ill= (zz +~X1z) (.,?~.Z5)-IZ.3(+.$)-z(:zsi)-f:t.JtiXJ:z)z. = ~K. f,. :: f = ·~:7 = z.SZ.Jt.si; fJ, = -* = ~s/.z = /~.% h-/ k.L/yt = B . .56(1z)/;.g7 ~ss-.J __. fi =-J7.B'J k.st' :& + Jiz...-::: 2 . .£4 + N:,.o5' :: o.Bz < /.OtJ vOK ~ fh )7.ffl 23.7t. - PL+LL+ wrs: _ ,k S ~+3+;..3)(1z)-3.8(e.zs)-13.,(+.s) -2.5{.25)-f (.12)(;zf"= 22V 1 {GIJ~)(~~ P-J() ./ 1'11 =?/nf122+~+,.si;:z.) -+.J (s.~-;s:s{-4-,.f)-3. z.t.zs)-ff.;l)(;z)'5= JOJ{,.k.'(.lfh4M'") ~ = f = /ii = O. 5{) ~~> -H, ::: -f = 2 z;s<;) = I 7. b} ~;' h-+ .:5:.. == 0 ·5 tL + /7." 1 ::: o 77 <::. J,!)t) ~ FP. . Fi, I 7. B9 2,3. 76 . =- U.S£ WZ4-X t,8 c STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET III!:VIIION QA CATEGORY I COOE CLASS BeAm B/tJZ (u;nf) ReBd/pn~: p-.:;:.. .5d.7Jc. V ) zz,o+ :J.f)+z.tJ =~ (P+l.) = ( -/.5 [z.z. .{)+ 3.tJ + 2./.if(6.5)) = zs:q}{ (!:>+L + Vw-T.t:QpY..,J) VynE((: w,=o.34kJrt- p:.wJ,e;~ w, :().}3/c/ff ·g.,. PL LJ.. Crtmt. ~ DL+/..J..: w,P+.t. = J.l5(t;.Cflti+2.7'1/P·tRlftJ.isg CfJn+: = J.()7lt/Ff-1)/...+U-: V'/z.p;.'-= /.IS"(o./Yir;) +f. -pJ/j.tiTl+IJzs§ = /.77Yft tAJ,f: L.Mt:/ ::6. ()k (it )'1;7)_,.., le.mt~1Mr-e-: P= /6Jk. J)J.. +L.L: 2.3./,)c. H~r-J:r, £:(): P = J20J/-k cPhf: a. o~ C YRI'Ie: 0// v~ Bew~pat: P=;oJ:. ~()flY: 2.a1c. w,Pi-i'-== J.J5(0.IJ9())+z.n[m+ft.ZSIJ)]=o.s5fff Py11~; 7.+~ y.~,., = 0.23!:1 ({).>.5) = 0./3/c/ff w'~D+i-L = /.J5(1J.09P) ++.7![t117+tf.~=tJ,£!7J;Ift' W'ztW -=-tJ.V3t0.87):::. O,Zl) k/FJ- Vw-t. J)y.,. ctr : P ~ JtJ}. Win= o.6/ (o.ss) = 0,31-J::Ifi- Wz.~ = tJ. t,J (().87) = 0.53 k)ff ff)" WZ4 X7~: DL+IJ-: M = (1!1.t+..1.0t /.1)(9.1.6)-f(1.77)(9,ot,)1 =-13/ k' s.oJ:. 2.9k z.ok 6.ok 25.3k ;, ::Jj;-= 2f!/i2 ) ~;s.75hJ .r::. n, =tJ.6hJj =23.76J.IY' ~ (u;·iT. ~il/rrl) CALCULATION SHEET FLOtJ)( @£L. ttJ 1 {c.&AlTJ BU~m, BJtJ.8 {unt) STONE & WEBSTER ENGINEERING CORPORATION REVISION QA CATEGORY I CODE CLASS PL + I wYJ Pentt fttre-: P : J ~) ):. _.. flf ~ f c ~~~ ::. 7. J 9 )::s./ , f'r11..,,~ .Pl-J WPL. ~ 30/'Jf + 971'# = )2..¥ _!!PL = /'2.7 -::: 0.3+ WP+I-I'Z7f2>0 Wu. =25'tJ;:;sf MJil.. ~ I).#MD+J. = 0 . .31-(2.3)) :: 79 .K'__. h =4--: 7f't2 :: 5.3?. ~· Wry= /0/H{IZ)/1.'12: ,&.4 _. n. = ,,,~ h/ 'd/r~ ~z~{lz.)/9."9 =Z4-.77 .... n.'= 2A·3./;~J :§___ f ~ ~ .2:.!.!L+ /.~ts:;tJ) = 0.~7 <:: ),/)() ~ ~ (J-Fi~fj, /b.f:C (1-i/!l)Z3.7b ~-+ Ji_-= 7.11 + s:n : 056 < J ~~ ~v o.J,ry Fh "Zi7,; 2.3. 7" · . ..:!:: DL + LL + flprf~. Q : P =I 2!J . .fk. __. -h, = f -= ~: = 5.38 h./ tv1 = {2f!.+-t 3.0)(t!.tJ6) -f(J.77)(9.4'Jl-= 22) k'-f;, "'* = ~~z.)= 15.07 ~/ ~-+ ~::: 5.:3/3 + J.O(!S:07.. = 0,97< /.0[) iK ~ (1-{t)Fb //..6/) (J-'. B7' - ::&_ + :fL -:: .s;J8 + ;P:t;Z ::: 0.88 < ),{)[) ~ ()./.'f F• 2J · Z Z3. 7" - P'-+ /...L + VerT@ : P = Jf);. __. 4 = -f ~ if.+ = IJ. 4:5 ~;' /VI -{(~.4-+ .3.0 + 3.+)(&J.")-f(1.17+().2())(&J.()6)'Z. == z#k.1 tr()ve;e#s.) (P.seat:l~.sfr.rnc.) -ZJ.h [(z9.4-+.J.o +9.1)(9.d.)-i(1.77+o.~)('1.P~>)j = z.;zk {Pynawuc) -fi ::: ~ = 2-~£/Z) = /~. '4 ,b./ A. • A ::11 o.-t-s. + ~ = 1).7.3' ;.oo '15&: ,._ n, ,,,I/) ~ ~ fJGE W24-X7~ R eA.df OJ?.$ : P=Jt,)Jc.. ~-s 2,3. h + .3-~+tJ.tf = Z.7 . .5)c. {J?+t .. ) _.-(tsf#.t.+ 3,()+z.J4{7.4$: 283k (P~L+,.,_SP~) \A _) ze/.4+3./J+/./ =33.51::. (PrW '8 -Zb [z,,4 f' 3.[)+2.14(,.1)] = 34-,~l. (_ P+L.,. v~'*') CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVISION 65010.61 QA CATEGORY I COOE CLASS r'-ot:Jg_ @a. t:>t/ {t:I)AJr) Be.om BltJ 'i ( ?ml~ = JIJJc) PL-+/..L: /r-;),.:51'/iu'rAYUI z !(~=7.5fft. PL. I.J.. .s-n,,·r/.-AIJ •7.5(.oz+.JIJIJ) = tJ.Z+0.7 =at:)k 11m vq,.,.~..=I.JS(".~) ==-o.osk)ff S~n OJ.. I.J.. Wt.,+L ::: J.J.G'(I.tJ/8)+ 5:51J[O.t117+tJ.zs§j = }.tfiJflr ~;,tj..pAJ/ =£.~}.@ )t//~11 . tt.ltJ~~re-: p ~lb)~ flor-1~· E'tp : P = ~~k Vw-T. FJewlt~ £!;: P = Jt).k. Wi"' = 0./)B.i:JH--. w,G = tJ.;.y(a"f)= ().{)zf!lr Py11B"t?.' O.Jk k?= ./Jsre. O.J/t. h,5k p~t..UJp£'1(:0./k Vfi=.DZ~ (),/k 2.3k. Cr-Ane.: 2.ok C"~f: (,.IJk DL +LJ • .: o.tJk w, =.osl; o.tt/t. :zz.o" 2 PI .'1/! 1--r-..:..::r--r--~ .4 Wz"'rtL = J,;s;(.Ob8)+s.5[1Y17+f(.z;r;j} =~.%Yrf-+ Wz..-• tJ.V3/t'.'!t.) = o.zzi<JR- 5-ta/r-E4J,. o.:zg{o.z.) = o.J" Vert. Py~.Bf: P=JtJk ~n = o.~:J/(tJ.oB) = o.a>Jej;;- wz.&.f • tJ. 6 J t r:;, 91,) ,. a 59 J:}.ff ~~irEfY = (),6/(tJ,2) = o.;k Jrj WZ4Xt.B: Dt.+l-1-: /'11 = (2,,8+3-0+/./)(9. tJ6) -f(J.'/9)(9.()6)-z. = /98 k.' g C _l1. /98 {JZ.) • . L \ rJ:. = .s = 15+ = /5: +~ ]<,., .ttt... F" =o.htf} cz3.76~ ~ {~11f; ~tp?/'~ PL+ ~~(W!iun: P = J(p/k.--+ £ = f = ~:/ -= 8,tJ/ h;' r_lts .Ji,.,. 6wt 8JIJ8 1 M 1,7/IZ.) , """'-~l).j1-~P+t. =tJ.~(I'!S) = ltJ7K _.n=?;" -;~=.5.2Z~I kL/Yj = /t>.9+/Jz)jJ.B7 = 7t>·Z _.... F... = J'.-1-1 ~· KJ.-/-r~ = Zf)(Jz)/9.55=25.1.!? _.. n' '# 23£,f:, ~~ _a ~f• ~ ;.o(s:zz li +-{J-'jf,)fl. = Jt+r· + (1--~ 2.3.7, ::: o. 72. <:. /.l)t) ~ FA _ + ~ = ~ + 5:2?_:. 0.9; .c::_ J tJtJ .,f;.v ~ 2),, "23·"-. ~ -. ·---">.. ~ ... _ STONE & WEBSTER ENGINEERING CORPORATION PREPAitl!lt/DATI! tt; I"EVIEWI!R/CHECICER/DATE !INDEPENDENT REVIEWER/DATE R . .:5finne 2--/8-BB 1. TURrmcK APR 12 '88 SUB.IECT I TITLE ...J.-. IQA CATEGORY I CODE CLASS -'\ ?Pwerho117e 7MJ?er~#uc,;uY"e. ·-.... . ·., , rUtJR @ £L, W/1 {CPNT) Beam BJ~ {.C/)nt) PI-+LL+Jt,;rir.@: P = 't,k _. -ht = f = ;;,, =.3.~ ~· 1 :z. u r M IBB(Jz.) . 1 , M = (Zk.B +3-0)(tf.tJ6)-z;(/.99)(9.tt:.) : /98~ ~ n, =s = 15+ = J4.(,5~; - !i + ~ -n = 3.?8 + ;.o (1+.65) _ 0 83 < 1 oo ~ ~ (1-i)fi //,.+} (J-fit)Z3.7' - , . - A-+ :b.-= .:8f + J+.if = 0 77 ~ J ~/) ~& a'F} FJ, z/.t. v.7, · · _ J?L+LL =t-Vert: El,?: P =JO)t:. ~ f~t #~ = -#iJ =p.sz; fsi M _ fj;·e + ~·" + ;z,9)(9. LX.) -f {;. nro.zzX'· tll.)'"= 20(. K,' (60v~) ( &.~.n:.k) - . [fu..B+ 3.0+7.'1){'!.tJi.)-f(J. 99+~ . .91;t9.d)'j-= 177):. {J?ywm,,e-) -h, ~ 1-= zof:J/-z) -= J".os-~/ .fi_ + -f1, = t),.!i!fR, + /6. !)£ = () 7) ~ ) {)/) ~K.... rz. A, /6.-f) Z3·7' . , ---- p::: Jt.)~ ~ _) 15.~+ 3,() +0.1 =-~(D+L..) ~-2tsf!5:9+~.o +2.1+(4--7)) =-/9 . .3}< (l::n·L+V~TE4?wN) 5 2~D.e+ 3.0+-J./ =3().&Jk {P+t-) Vs == L 7.s' ~.8+3.0+2.1+{7.9)]: 3).) k. (P+L + Ve.r/.£47Pr.V) CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./CALCULATION NO. REVISION 15BtJO '·UB.IECT I TITLE QA CATEGORY I COOE CLASS (: , PPw@ll'""hPvt~ '-,, .... ~ C~. Oyn S(: w '.$.o.5JkJH o.zk. Bum BJ/0 (~,'n =JIJk.) ~~~~El¥= w=o:;~Yffl-O.Ji:. s J;JL. LL C-t,n-J-: .3.ok ])L+i..L: W,4>L =/./SrtJU)++."Jft[t117+:2S!lJ=I.7-f-fff PL:+LJ..: 'll=l.i4¥H-J.B)c. c.,,t. J..o.rv/ = 3.0k(ij.M/'I/~11 'T~fWT.tfure.: P = J'l k. Ji,n·~. EtP: P =/2J).fl:. v....-r. ~~a: ?=JLJk. wPi-4;.L = /.IS(.t¥.8) + +. 79[P17r ~] =0.~ WElt'::. tJ::;.:~~·b,ef) • 0.2/)J:jft- Vsrf. J:jtJtt, £1; : p = ;t)J:. WEJi-= (),,) (p.IJ'f) = IJ.S)/cjlf lr-Y Wz.+x 68: . ,PL +-LL: M,: (JB,5+J,.s)(;fJ)-f{J~74J;t;)-z.: IIJ*-1 __,. h = 1 = '12:) :: &.t£h/ n = B,I.J'b.l < Fi, ::.~,6bry :.D,?t,.bi ~ (con"lihHP~~S S.N)')?"rt:) l?L + ~~1u~: P=lt./): __.,. h =f = -$_';-= $.0/ hi 'r A-r.r"'" ~~"' .1!L : za ) MPL t:::t !) . .:.4-14/II+L •tJ.~II/) =37.71:' _,.. -h =.:; = 3 j:i/? = z.99-,b.l kJ-/ry = Jt)(IZ)/1.87 ="-f;Z-... ~ = 17.02~' kJ../r;r = 2[){rz.)/9. 5'.;--= zs: 13 _. ii 1 = z.~. t, ~~· 3., CA.,fJ, s.o/ J.o (z.~:~+. /. Fi + (1-t;tl) n,. -= r7.tJ2 + (1-· . .u.?-' = o.6o < J,LJ/) ~ ~ + .ii.. = B.tJL + z/11--_ 0 ..p:J c:: 1 JfJ!) ~ D"? F; z;,~;, u..76 -· ,v. P'-r/.J... + J.lr;r-i~. /fli) : P = /UJ,4):. -+ -h = 'ff.'1+ = 5. 9r; b; ~· ,+1::: II J k. 1 _. f.b =B.t5 hi' .:fi_.,.. q,f,_ = 5.99 + .c(8.1.>. = 0 73 < I()() ~ Fjf (1-i) Fl. J7.t)Z-1-. "23.7, ' I -- A + ·fl,_ = St.'N .,. l-4£ -= o. M-c::..;.~o ~ tJ.'fY /1. 'Z-J,~ '33~7~ - J?L+LL+ tw-T.Gif: P =-JtJk_. fa -= f: ~-ffi:J = ().~,.,~::?/ !Vl-S (;8.3+/.5 +2./)(1()) -i.~.7++o.Zf))OP) .. = tzz)::.' (Go~&JilN.s) L~~~5~7JZ;) -b-~-*[(18.3+-/.5+5.2.)(1P)-I£{1.7++o.S'/)(1o)~ = 103)c, (Py~n,;:;,) f.;, : ~ • jfi+(IZ.} = 9.5/ Jc.-/ .:fj_ + :b.. =-o. g; + 9.5/ ... o. 4-.3 <: /.It> iK -,;, P11 17-tJZ ZJ.7~ U.:SE'" W24-X 6$ --. ' ' . '':... . ~·:· •. ---·--. __ llo..,-· : ·~. -~ - - STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET J.O./W.O./CALCULATION NO. REVISION )5800 .>-.7 -zz.~-2 QA CATEGORY I CODE CLASS ~~~~~--~~~~~~~------------------~~------------~- F~tJJ< @. E:L. t:,t/ {u;/llr) 13eAwz BJJt) (_c.JJnt) f.e.e c:tion.z : p = /~)k. _}JB.3+J.5-=-/t:;.Bk (PfL) V -lts {!9.3 +).5+z,J4(s:z)] = 2-!J,C,k-(P+L + Vw--t.£/l~:~yJJ) 'Pyn£1(: w=o.&SkJfr o.z"- B.e..arn B) J J (?-n =J{)k) ~"~r;: w=o.3zkjff o.J~ ~ Pi-J.L Crant... : PL+LL: wP+L =;.J.5(()68)+B."2S[t97+.ziij=-2.'74~ ~,.,-r: ~.o"- ~nt;JJRJ = 3.0):. ~~~~~ DJ..+t..L: w=z.'H#t J.sk HPrl~. £P : p = ~o.zk ~t. &wl" EiP: P = ;oJ:. WPf# = ;.;5(.~8) +8.75[~+ :.S.f']=/.39-$/:11 Wap = P.23~(1 . .39) ::: 0.3Zw Vert. J?t..,, £?t : P =I~ 1:: ws;p ~~.,Jti.3V =~.85~ Try WZfx' b8 : OL+LL: 3/).(,J:. cPHr: /.5J:. 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ZB ,hr,/ :} + .:f& :: ~ + J9.9Z ::. 0.88 ..C::: /,!){) 1>k:. n. JJ, -zs '23,71:, -- tJ!?E W14X ft8 !<e.Adit>~: ~ )Z7.7+/.5+~.+=2t:t,6J::. (PfL) 14 = (:ts[Z7.7+J.5'+.z.J+(B.z~ = 3/.zl::. (P+L + Vert"elfwAJ) \& f '2$ • .}1r+J.5+J,5-=3J,£J:. {P+L) ra:: l f.;{zB.S""+J.5+Z·J1{8.6)]-= 32.3"-(p+L+ V,....T£P.ttr..v) CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./ CALCULATION NO. IIIEVISI ON J5BtJtJ PA8E '18 REVIEWER /CHECKER /DATE T. 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TURflOCK APR 12 '88 QA CATE80RY /CODE CLASS (. :l--L-J~~!f.ZSii::::....:.:::::::.~..:i?L...!..~.!2.!...::::..._ ________ -..L ______ -I '\.:_ '~ .. -.. goor .s/Eliil- Loa.d:z r:>e.eJ Loed FrnW~/~ -Add 1£% -FPr-c.tJnl')u.:li~/ e"/2.. ~wr C:t)c:.. 15B!J£J,tJ.S/.>.?-z.z3-7BJ Rw.), ,.#: !<Derh71f Juh~:: p;-~ Liver 1-()~ {_s~ih?J ~)'1 Cr/'ftrll:t/ f· A-l'tZI/ l-.38) SntJw 1-Mt:l = B51'sf tArrfi~~y ~~ = ~ k -/;r !''nle.r ~ ~ > JZ 11 3k..J;r .!?tn';ler ~ 41J?1Jt > JZ 11 Z k f;y-W,tJw{:bw-~ /,.,~ ~ /Z. 11 (i;.~ fr!/n.8~'-'./ =J!)K (_ . .5ei~rm'c. 1-o~ r:juJp.:;-Jfltc.. : Verftar/ = f{tJ.~5) =a~ fJpri~n7ii/ ~ 0.3~ DjnAmt'c.: ..5ee ~!&. J5fJt)tJ. tJtj$-223 -7~/i11.1 &:~;ur/ ..£$ -z:z.3-7c;/ £w, /. A.J~o ~ SJJ2/)j)L -.!SW YUJ1 ~ 2-/-98.; H11.S,P#:4:J;J7, 7hermd f w'thd J-~td.s _5,ee .:77J</)j?L-6w' r-un "r 2-1-B~ J-145)? -114-577. W/nJ ~Ht:itoY[ ~11 ,RHrl/n.5-= J./5 (/2.5) = I#~ otlf..Jt~n/J .>iF-Ht:.Pe.J.jJJ? Cn~~ 7iib/e.. 7/ ct;v/l'frf;Jt2. J vJ,)vj .;H~i1 (j wlf)) C()ri'IW:$ = J.JS(S), '}5 f?~f Pltl-wM'l/ z-::J,J.7; ~o!;ptJ'a.b,.e !nu/e,, CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./ CALCULATION NO. REVIll ON ~10.61 J5BOO .7.7-2-23-Z REVIEWER/ CHECKER/ DATE T. TURNOCK APR 12 '88 2-ZZ-88 IUB.IECT I TITLE QA CATEGORY I CODE CLASS ·'""' Powerho RotJr .zze.EL t_coj)Q 20 1 Tnrer/or Roof Eto-bn BW~ ~ ~ DL: WD~ "I.J5{.t$.3) +1.8/ (o.O/~ = 0.)/k/ff- llillt. ~ tf().J!){uv~=5.5Jc 1 ./ V~t-== f{o.JI)(u;) = ;.;k '-'-: unf: j_p~ : z.oJ:..@ f'.1,J_5,rJ1 ..... MLL = -j(z.tJ)(zp.o) ==Jo.tJk~. Vu. = i (:z,o) -=-/.0 .Snt;w: Ws ~ 4-:8/(o.os.s) ==o.+l.~ff .... l1s =f(().'fJXzo)t-=2P.s*; ~ ~f(tJ.41)(~== 4-.lk 'vV/;-z4: w'.v = 4.8/ (o.JH) = t;!.,w;fj.ff-+ l'!w =f{o.t,r;){Z/))-z.:: 3f,5K} Vw ~±~.6~~)· t,.t7k Ve-rt." PJU1Jo~-;;dtc, EP: P -: ~~~ W&!L+f.s. = O.l/+f{o.41)= 0.32o/ff.-... W64) =0.233(().3~ = o.o7kJ/7- MEif = f(o.07)(zo)z. ==3.5"'"'..: v~ =f. (o.o7){U?) :. 0.7} Ver-T. Dymm,c_ £1¥ : P =-/()~ MBf = (4~)(1fo.7) = ;s.t)<'/ Vap =(::fs)(2.s) sz.3k ~ CA/c.. 56-~-7C,~ ,P•/8) -rrv w ;ox.?$ : t weh (j) 1z.: 1) I D+L+>;,W: M2= 5.5+ ;o.o+ zo,s = 36·0/<1 .-.. -{;~-: u.jjf;) : ;;z.31J.~;' AA ,_ .!1s.. -::; 3 okl--h._, :a .,3,t)(Jz.) :: 3 a; L-• rlj.... JZ • , 7 9.21J . ' -<>J fi:y =().7.7!f =2-7tJh/; rk. =p·"7 ==~;?.7~h/ ~Jitffht-t~~UJ?rrl7 :fJr-+ -fke _ 3.'11 + ~:: ~ O." <: /.a? v§K fb_Y fit Z7. () --- fPL+~rJ: AA .-J ,&l-u_s:s:..L ~"' .t' c_ ML o.~;z.) 44 '-· 'y'l-'z =~l..lzr o.:;l"f" __. n.l = ~ = ~ = o. /C.$1 Mi:= 34-:5-tt.s:s) =3o.1k 1(~YII) __. -hz. = t = ~/).+~'f =-;o.+z }$./ IZ;()t)()_ C& _ J]v()/)() j./) -L-• r"' = Ld/Ar -~(IZ z.BI -17.71 ~I ikt-+ ~~~ = ~.44: + ;~. 42 = 0. 1,0 <::: /.33 vbK .Pby ~ Z-7.0 /7.79 =-- STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./CALCULATION NO. IIIEVIIION 15800 '.5.5-"ZZ.3-£ IIII!VIIWI!III/CHECICER /DATI! T. TURr~OCK APR 12 '88 ~A CATEGORY I CODE CLASS !CoPF ,:?7eEl-{ t:..()NTJ 2/)1 rnfrri~r &ef~r//n {.u;n"f) D-r L + f.>ntJW +-Vq-t:-£"4J: P = /())!. _.-;; = -f = -~.~/ = J .o~ ~· s s.s + ~~.b+ -2: {'Zt).5) + ~.s = 2t:J.3k1 t f}BJ.iJ/).Jii/4/,t) M2 "z/slf.S+JtJ.() +t{EJ.s)+;s:{/-= 3/.Jlt' (Gov~ {J:y~&) . cL --!1.£ =-3/./(Jz) =J().// b-• T~?l: .:?1: 3S:t:J ·~lUll M;; =::= '1f = 1z!-= z.t)~'_. .fbj .. -#} = 2:,~2;2 =3,3<j }$/ kL/ry--;;.o {lz)/J. 'If = JZ-.?.7 __.,_ Fi:, --'1-7+ b./ :&. + il¢.. + .f.b.:_ =-), ()~ -t .3. 32 + Jt:J,~Ce = () /t:J < 1 (){) ,_.J:.,v ]=j, rby Fbe-I:J~7~ z7,1) z.3,7f-,{d) I ~ US£ W /!J X.1.3 CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W. 0./ CALCULATION NO. REVIS I OM J5BtJtJ REVIEWER/CHECKER/DATE T. TURf:OCK APR 12 '88 QA CATEGORY I CODE CLASS STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./CALCULATION NO. ltEVIIION PA~~ 1~.7 15800 >~ -~2-3- ltEVI EWE It /CHECICEit /DATE T. TURNOCK APR 12 '88 (~: ~ 1Fl!dire_ QA CATEGORY/ CODE CLASS "' ... · /?..OOP .7ZGE2-(_ co#T) 20 1 In-ter1t;y-;<,)/J{-?ur)/n w/M?:!) /J~ (t:Pn~ ; (_ STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET PAll REVISION •5010.61 ;ot;, IUB.IECT I TITLE QA CATEGORY I CODE CLASS Fbw.w-hPu~ :511 -::s:7?uc-1ure zo' £~~r&d Purkn {ll)<~tYtbsrs 4-09-+1~, +t::S-f-7z) 57{(~~-IH~) p = J I {WiW/J ssk (flpri-r:.~l~) J!J)::.. (Min. ~~ Y~ :7e/J;mJ&) /r/}7. W;Jt/? s 1:_(f,79)+/. 7S""'= 4.15 1 PL: WPJ. =-/./}1,~) + +.Jf!toJJi) = ().J-P/If _,. PfJ:t. "'T{,J+)(2f))z.=7.0k'; Vll-:/;(.;~~) =J.~ LL: ContLPaJ=3.o!.~J4iJ~~'~ _.. Mu.. = ft~o)(p;) ::;.s::-1):.) v~ =-tf?.tJ) =;.5k. _$;pw: ~ -::r.-f.J5(,!)B,;,)-:;1).35/j.ff---tv'/5 = i;(..;sXzo)z.. = 17.5~.' · ~ = ff..;.Ji}{zo) • 3.51::. 9~(J.. -1P nJ;) €~ve ff.,.,._r HPrl-t:t j~e.fiPI1 W,'w}: w.., =4-.JS(.J#)=O.t:bo/# Fw*~O'IsX;o)[-1-+ J.fl =2,lfJ5K. 1'11. = tt~)(z~,)''·= 30k'/ \.)' = + (.(,())(zo) = ,,oJt:(WJ?Jt'ff) l1j : *.,. ttz.f.!;)(~) = 17.3k'; vit ·11 +ftz.?Ji) = 2.0~ Vert: P~Pifi;/Tt;.e;p: ~+i~ = ().J..j.+f(o.~:; 0.32'*'" _.,WEi?= tJ.233(..n):=tJ,tJ71:JFf Ma • tt(),tJ7X.~'J.= 3.51< I; v.fi$1 = t {O.tJ7){zo) .. (),7):. Vw-T P~h1,(;. £~: A1Et; =f::ff.;f){16.7) = 15.,~1,; VSf = (:J§)(z.s) r~~z.31: trV wz.+x~B; (web vert;) l(Wf/r;.~S-z'Z3-7C,.,P.It!J) , /VI -U c 3Z5¥z.) '-_ · D+ L + Zl(taW: 2-:; 7.0 + !S:O+ 17.5= 39,5.c __.. Tbe == lit;.: = 3.08 ~~ fb2--::t.3.~b/<. F~t9-= o.'hlj = z..:J.7bk*'l. ~ {~niinHPI(.1Ji ~w,pr-1) DL + Te.wt¥?~tu.~: P =-57K __..,. .fi = ~ = fff = 2./J/-,b;;' Me = .;;J:' _.... fk • ~ = 7.'/s-S'Z.) = 0.55 ~/ ktlry =~(Jz)/1.87 =-Jz8.3_..;;, = 9.o7b;~· *Lire= ZL)t;z)/9.55=25:)3 .... Fe), -=z~.t. :& + Cw? • .fi.. -z.84-;.a((). ~ ;:;. O-fi)rbit-.,,()7 + (;--·. :z~.:.~, = 0 ·34 ,;::. J.()o ~ [1~ r *;,;-: ;/t + ~ = 0./5 <. ).1)0 Pi:: iPL 1-/llind: P=-JJk _.~ = -f =ifr = 0.55.J:sj !ti-e= ;.~!.1[3t!.O-f(7.o)]= )8.,):'__,. hil = ~-::; Lfif:?.) = J.f5}:s;' Mys 1,_b (17.3) = /.3.ok.'~fby, = 1#-= 1'1J:!f'l = 'J,l:f+k.s!' L/rr = 2()(Jz)/z. u = 1()6.2. -II' ;:~ = [i-~~7~';] ~) = J+.¥ h/ :Ji_ + f1z:L + -fJ:s_ =-~ + 2&1:.+ /.~ = 0.53 <:: j./)[) v6v ~ f!¥ FH -r.o7 Z?,() ~ ~ (·, . STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET J.O./W.O./CALCULATIOII NO. REVISION •5010.61 J5B£JO '.7?-2Z3-7.. 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(__ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION ltEYISION f'AeE &5010.61 108 PIIEMIII!It/DATE !< .. :?finn SUBJECT I TITLE ':\ FPwe.rhtN4.~·e :S"" ">Truc:/r;y-e_ QA CATEGORY I CODE CLASS ,. ,, ·.~· f<f){)F SZ #R (a;IJT) .5~ 1 Ro~ G/nler (/tlem~ .3)0 -33t.,) Forc-e. t!.e~tr;,tL .,;,-,.,~ ~} ~ 20 k. 27 }t. /8.3 -k V). 78):. 5/ /< 6,5k v~ 0 k' 0 k. I ~K I Ji~ ~):I 0 /c.' 37 J<.l M~o /Ofll:.' 7t,;.1 tiJ22k 1 -rrv W~xut?: 7 i/o '17Y1A) 1..tw/.~J. : '· 1:. _.£_ -w _ 0 2/'1 1,_ • ...c.. M./ _ :3/tz:J __ Jl 7.., L • r. _ IY/2: NJ97(1z) ,,....., ,,__: TA. -,t--&7.' -•7V~/ _; 7 i)': ~---n;;::--"•.7-'~J Tb#:--~ = 8.37 =/:;./3~ kl/ry = /8 .• 7{12)/.3.73 =-60./ __..,. ~ = 17.-1-~i ~1? = ().7.!:' '1 =z7.tJ.h./; ri-a= Jf;Qij*-= }J:,~ ';.~) =30.&J~~· = tJ.t-Jf::zJ.hO h/ .fo_ + :bJJ-+ f!s • t>.HJ. + 0 ' j'Z. + IEZ3... = 0. 7' .C:: I otJ v(5v fit . fi.j FJ.& 17.+2.. Z'J.O za;o· · ~ W,nJ L.ea.d$ : ..Sei.Sm;'~ /~ tf"Vf!Y'J1, 5e/~;zz,'t; w$ : f4 =f: = i~ = 2.7/hl) ~ = Jj =1Jlf2·3.efl ~'; h~ ·! = '12f/!;v = /.3.zzks.i' kL/ry =60.1_... Fiy'• 4-/.3h/; )d/rz. =~.o(Jz)/Jf.9•+5.1-+fiti. = 'if{JJ?,)'¥'1.= 73.4-hi :§. + ~ + c~n.,h.~: = z.7/ + J.o(3.f11. + ,o '1¥.2:2) = o.'/5 < l.tJtJ ~~ r:;, u.:~;ffi o-ffl) FN. ,.,.+z (1--f:lf %7.() (1-·/. ZJ., - .fL+ ~ + ~ :. z,7/ + 3.efl + /3.~ :. 0 BB < I tl:? ./t).;--if/;1} ""Fty F~ Z/. '-z::r.o -z.) I • • ~ U.5~ W36XZ30 KeAciitH7~: P = .34-.5{ ( odt/ l/itU), 11' ~ «111 J,ne,s,) Vy = 7&L Va = 4-~ STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .t,O./W.O./CALCULATIO. NO. RIVIIIO. .lt.5010.61 158tJO >.>-Z23-7P REVIEW I Ill/ CHICICI:R /DATE T. TURflOCK APR 12 '88 'UB .. ECT I TIJLE 1 (':. .. . Po wvn()/4J?e. '·---. r:. '\G·;: I< e.t4di(;n$ : P = 14-11:. (odd 1/Jtes)/ 37Jc (e#wt )/11e.s) Vy s 3ZJt. (, Ofh~ ruc.-7$YJ.? t~re.. n1Jiii,J,)e.. OA CATEGORY I CODE CLASS . .. . .. --............ 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I r -P -..J.jj_ -/ '? ~ L.~ , ~-~ -J9,1 -'P·~PI w = ;.;5{,~::: ().075J.).J7-_.My:; it~75)(-z?.~z.= 7,()/<' .C , -N1J = 7.1)(/z) = 2 ,a J~ • ,., -3/"" z.~./ •ot KS/ ki-/ry = z7.+(1z.)/3.oz.. = Jo&.'J _. ~ = 1 ;,szJG.i I Fey'=-;z . .sr; J,/ ~ + CZ,;.~t : ,.2.3_ + /.O(:z.89) = 074-.tt:. j,IJ/) ~ ~ (J-~)fiy //.8Z (J-/ij)ZJ.!J ' ..:&-. + ::b;t-= '·23 + ];.&i : 0.4') c:::: /.()~ vG_( !).i,'f fi,/ zl, ~ z7-/) -=- U$£WJ2X6.€ STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET J.J.O./W.O./CALCULATIOII NO. lltEVISIOII IP,A8/E/ A5010.61 J58tJtJ /.?_.S.-ZZ3 -7.P PltEPAitEit(qATE .-J.J.-./ lltEVIEWEitf.CHECKEit /DATE 1 IIIIDEPEIIDEIIT ltEVIEWEit/DATE R . .5 7711 nv 1/ z.-z3 -BB . TURrmcK APR 2 '88 (. · ... '·· . \UB.JECT I TITLE lOA CATEGORY I CODE CLASS -. . pP.,.;erhP~ Super~truc.--fure ·:.. ... • , ROOF .!7/lEEZ. {.~NT) Roor .Srgqe beiwee11. 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REVISION J.5BtJO .7 .7-223-"P REVIEWER/CHECKER/DATE T. TURf:CCK APR 12 '88 QA CATEGORY I CODE CLASS GOWMN-!5 D-J, .P-~1?-s;.P-Z P=J L.ower HalF of CD/umn {M~ber$ 2. JCJ_, 225; ~), ~~ 2.1:3) • ) ) ~ .Se..JS.·/"'1~/ nrce, N{).fg,k ,.I.:.;..M~wn~~~L. p ~1.::7 185~., 57 L, v1 z*-o'k 4-[ ~ bZ' ~k' bk' 11.~ J4k' 31Jk' 14-k:.' !lfr: 28k' sk' 5Jk.' 11;1 W/1-x JfZ? Nr;rmA) 1-.?~_s,: ~e.1'?m/e-Jo~ ?oVer11. Wind wt~d.s.: ~eJ.?WJ''c--/,;ad;. rem. ~e./71111C..~: C _.£_-££_ -/3, _,ML-• C. #h.t__ Jti!z) -; az L,_' C /!k. 57(!2) -2 q_5,L ~-,A---42,7 -,..,..,..~/,,/ n.y:~-117..3 -·I ~/ ,/ ~~~::: ..7c: '2..32 -•/· ..<>/ • kl-/ry = 17.5(/z)/3.'!8 =-52.8_. F-111 =-;a.;o,/t:s/ /. 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Trj WIH/4-5: N/)r-W'I.Jt/ LMti$: _5,ei:f;mi'c, /P~ !)lNM"J?~ W!n.J LeJ,: :!?e..;:S,M!?:... )"~ J1~'Yet7l, ,?e,i'!f;IYIIk?.tw:l?: QA CATEGORY I CODE CLASS r;: · .. · ., c _E._ ~ _ / 1\, L.. _. _c _ MIL _ 1za'lz) _ /':"" ~1\ L,_ ·' _c _ & "J'fl(lz) _ A ;,o L . \:.._;~;· Till -A--~-r.p.w~ .cJ¥; r;,y-:J)I -87..3 -.:;i1.,;;7V/Uil ,,/ TN--.?a • 2!£ -4f"'. v / ,c:s.; C~- Wry -= ZIJ. 7B{Iz) j3. '18 = t.z. h5 __.. ht -=-17.17 h:,/ /. Fey 1 == .38. I ~~ kL/Yi-= UJ. 78(1?)j,.J~ = 39,_,9_,. Fa'= 96.3 J:sj •JJ_' InC/, JZ.. ()t)t){/. -r-L7· L.~! ~ c I 1~-• fij"P-75'/j •ZJ.IJ,u1; ~ = = zr;,78, IZ o.se -:n-; .t;.:;; -tP.bry =ZI·ftP~/ :bL. + ~ + ew,,.fi,,. • "'./)]. + J.()(S:~ .,.. /,()(4:09_ -~ fi; (J-~)F"? (1-fii0J1,a 17.17 1-'·. Zl-0 (1-'' 2/./, -0·7'1< ).t.lt' ~ D-+ -b:L -1--h, = '· ()Z. + s: 5o. + 4.1l1 -== (). "7 < /,!)() tk ().'If Ky Fi:,e z/. '-"Z-7-IJ Z/.t:. _. U~E: WJ4x /1:£ STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .I.O.IW.O.ICALCULATION NO. REVISION J580tJ 77 -ZZ.ft- REVIEWER I CHECKER I DATE T. TURf-:OCK APR 12 '88 Norwz~l ~J.s.: Se;'_?m;C-/~Pa).? ,j~PY8Yf7. Vtti-zd Lo4J~: ~e;:S~-n1C-/t?~ fPY6r)1, .:?e.t~mt'c. 1-Pad?: QA CATEGORY I CODE CLASS ~ =f= Z = 9.,zk.J) -hy= 1#-= +.f.j~~ =O.'J,b.//-/k =~= 'fJ:)_=5:"Zf.s;' *.L/ry: 17.5(tz)/.3.70 •£Z.7~ __. ~ =J7.73.hi I Fe.)= ~-4-~i k L/r~~-= J?. 5'{Jz)/ ~ ·) 4-= 3+. Zf) __. fi;_ ~ I Z 7. 7 )::s./ • 12 t:i:'lPCb )Z !)t:l!) J,O) -A_ 1L 'L . Fj,! = ().751}' = Z7.Dks.J ~· FJ;'i: ~ Wk.; : )7. IZ 1-~ -.,..2.tJ,o.; -O.l,lj =-ZJ.~Ks/ Ji_+ ~'1 + c..,,,IJ.a-" 'U.Z... + /.0(0-9{.) + /.O(s:'-zi = 0.87~ J.()O~ fi. 0-ey~fil (;-ft)~2-17.73 (J-fi$'Z7.() (J-~2},1, -- :fi_ + ~ + &_ " 'U.z.. + M'-+ S:6Z.. ~ o. 74->ft._ ~.{:,'! ~ 2./,t:, Z'J,() '2./,b - V.7E' Wlf=X 9tJ I W7T: t)$e, W!H 145 nr Cdvmn P -8 s,,i-m!~tr -k C.t'/J~111YLS P-7 f P-'1' -h bt:fc.k !.J.)P c.n:fne... /n ~rkd ,Pt'~/li'tJ11. 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TURNOCK APR '88 QA CATEGORY/ CODE CLASS /9' W 11-X 'ft): NorMA/~: .5e-,'fomic. /P~ ~vern, w,nJ~Jeb: 14 = f: ljf5 -:s:40f.~.;,. -hy= §;-= ~~~¥ =3.85.6;> ne. = ~ = ~j!f> = /.o/34-/ kt)ry = J7.5tlz)/3. 7o =-s~ .7~ ~;:;, ~ 17.73h/ I ny': 4-,.+J:~./ )<t./r~= /7-.s(Jz.)j~./4-= 34-:ZO-+ Fe,~:: /2.7. 7 ~/ r::::: n ,cr:::: · ~-~ C )2/I)()PC; 2 tJeJt) ,1) A n 1~-• -' 1 1~-.' rJ?j=v.7.?ry::ZJ,tl,QY,' r.be-:: Ld/AIF =rJ. 1 1.3' =...;.z.v~ -t1,i;!j-:::2J,,,cs.; :&-f ..bL:!J:L_+ ew,~f~ = 540 + /.0 3, + /.0 /.93 =OSb<J.~~ Fi, (;-r..y (1-i,t)& 17.73 (J-S·. 9 27-L) (1-,...,. 2U. . _ ~ + + £ea. ~ .£1:Q + 3 ·85 +-~ = tJ. 48 < I tJO ..£J" ~.-vy .y ~ Z/,b Z.7,/J Z/.b I ~ S-e).$mic L.txvb: ~: f: 1£.~ = //.1-3~~)~::: ~= ~o/ = /.44-hi/· fk= !!ff;= zr-~z) =/.BS~;' fi+~+ c~h2:-= 11.43 + .o 1.# + ;.o 1.s. = o.e/ ~J.t;tJv& !7. (1-'ft)fl.j {;-"l!)& /7.73 (1-':k.~ 27.0 (J-fz. .~ zJ., .. ..:§__ + fiJL + -fb~ = 11 .4f+-/.44 + 1.es =O. ,7 <;.co v§4 P.I-'JI ~)' Fi,i!-2). :Z. 7, 0 Z/. ~ - I),S£ WHX?O . -·· -,:._ " .. 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L. r:: LJ • r't:lj =1).75ry ::::ZJ.!)~Ji r.~?e:-= ZJIA:f .. 18 . 12 1.M. -3,.2/cs'-o.f.'/:;2/,t:,P"I -fq_ ~ emJJ,e _ ~. oz J. a 3.85 /.0 '.3.52. _ 5() 1 tt:J ~ Fit+ 0-jfy~~ -t-O-ft)~-J7-35+(J-lit 2.7-0 +(1-~1/!i 21., -o. ~ · - .f!_ + f;¢_ + &_-=-3.()Z + 3.SS: + 3.SZ. = ().+.£ < /./)1/ ~ ()."Ff fly ff,t "2/." 27. /) 2)." - \f;€ ~L4-..,.,p\ 0 STONE & WEBSTER ENGINEERING CORPORATION PREPAREIIIDATE ..J.J..-.-/ IREVI EWER I CHECKER I DATE liNDEPENDENT REVIEWER /DATE R.. Siini1e-I7 / Z-2-1--88 T. TURNOCK APR 12 '88 SUB.IECT I T.llLE / .. -J--l QA CATEGORY I CODE CLASS f?pwern/)~ .,?Upv-.:;.Tr/1£-1 u re , &r-ww.l LI)Nl$ : .5e.J..SWJI'c. )/)~~ P.f)V8YJ1. W/nd LReel.z: 3eJs;n/"c... )pd~ ?PV~Y"n· S e./Smi'Z-j_pw: c_ £__ Jla_ ~ 1~-• ~ .. /4L-J(Jl..) -(). ~/ L_ • .£ /1;a.. z;,.t;z.) L_ • Tit ='J+-17.1:j :j~ • .::i()_u;) u7= .;ry -2),$-·~f#IPI,i TJ,~ •s;: :z.z. -=.3.38,.,1 kLI? -=/7.5{1z)j~.+.5=$5:7)_. n = Jf:7tJ~i f.F!y'= 2LJ.3k.s-/ kL-/r~ = rJ.5(;z)/.5:CJ~ = 35:/Z-+fi~ = 121. J ~/ h~J \ . -/Z,POOCb IZ tJPO(J.tJ) --.1 j_ • I,.... l.._. ''7 ~ 0.75'fy=21,1)):,; ,/ fi,e--l..J/A-f :: J7.SIJZJ(Z.IS) -~.t.JG-1 ~ /).ry =2/./, ~I :& + ~ + c.w,.-fk. JtJ,5iJ + 1,o(tJ.S~,) + J.o(J.s8) _ 0 tt3< 1 at?~ !?A 0-~~F~ (1-f)~ s 1+.~ {1-~~)z?.f) ~-~W)-zJ,,-· · --- +;, + fr-+ ~ :. //).S/2_ + t;,zta + ~.JB. = o,,, ..e:.. /.~ ~k' ~·'7 ~ ~ '2-1·& Z7·t/ Zl·~ - u~~ WJ4x~l CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION RIEYIIION QA CAT£GORY I CODE CLASS Ut-VM#.> e--z.~ £-1-; £-te, £'-B (~tJT) U.ff« f/11/f: ~f-u/umn {IY/~BY$ 2+9, 2-G'~ 257,; u/) -rr;v Wlfxt/ : No-cMAI Loa4>: ~ = -f = f.J;, = 3.58 h./; -!by s ~,. 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TURf:OCK APR 12 '88 QA CATEGORY I CODE CLASS -·· STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./CALCULATION NO. IIEVISION J58CltJ Z-'2-5-88 Vel<n CAL .8/!!.ACIT.S tJN bl /J£ A- L"ww-8'1"14.&.e.,:> (M~bers SJJ,51Z,.SI.3, 511-) 1 ~~ (normtr/ /~.s.) p::. 23 ( w1N/ / r~~;.) /8 '1 k. (.sei>wll'c. I ~>N/ ~ fiJr Mem.IPN;.) 349 *-(s-e..l.7ml'c..-)~ ..fz,y-~hJ?ec.:ftpn.>) QA CATEGORY/ CODE CLASS rrv W/4X90; !-'4 -=--f = H~ := 8.9/,.J.-:~o/ .:fa-~ f(.;.~f~~lli)j(Z/).()~7-:: 7.8k' __... fH: s ~: = 7'/J:i) = 0.'-5' ht' kL/YJ = ~I).J~{Iz)/ 3, 70 =-97.' ___. fi = )3. ZB ~/ k.Ljr~=3f;,J~{I:z.)j'./4 =58.83-+ li~ =4-3.2ksi ~ -~ :: IZ,tt!J() J,li _-,.A A. L · L. /l / t:;, _ -,1 / L~ · rlllfl:-T.J/),.F .3tJ./I)/IZ J. ...~.,.,~~~-v.(lp, I' -~W.r,.,c;J/'1 :&. + r;;,'J:fb-a:-= 8/1L + J,() o. = 0.7/..:::: J /)t) v6'k r41 (1-~)fbe: J3.ZS (J-~z ZJ,, . ,_ /).7,y + tt:: s ~i:i + ~fi = (), # <: J, 00 i<: U.:S€ W lifX'l~ Ll;:eet: Brnc.e.s. (Member.s .51S:5J(,/ 51~ 5/B) f 83k (honnA/ /PIIlt/.:s) P= ;sit. ( w,i-74 Jpllf/s-) )57){ (.seJ5;n,c, /~ fir w,ewtbu-s) 29!0 (s.e./~WJ/~ 1~4!/.JJ. br t:Ghnu:TittJJ1.$) Tr;V W IZXkS: ~ :::: 'f 7i lf?r =-8. zz. ks/ M~ =j{J.Js)[~~ue]{zo.oq)-z.= 5.4)<1 .....,. f~,. = ~-=-~1.';> = 0.74-J:s./ kL/'f/ =-ze. lll{;z) I 3, oz.. -= 113, B __,. F1 = 11. Jt. p./ k..t/r~:::: z.g,,+{lz.)js:zs = 1,5,()9--.. ni =.a5".2 ):s,y' ne: ~'?!/if/' s 1i. R'~z ·~,7 = zo.9J hi :&.. Cmir~ -s.zz.. J,()(t>.74 -~ fi + (1-h;)PH: -)/./t. + (1-~ Z(J,'J/-0.7&~ j,/)tJ ~ · C t;ty + ~ = ~f,"f+~} =0.4-Z~ /.1¥) ~ US£WJZX.t$ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1,0./W.O./CALCULATIO. NO. lti!:VIIION 65010.61 /5800 '.?..S. -Z23-7_P Plti!PUI!:It/DATI!: ..J.J--•L} AI!:VII!:WI!:ItJCHI!:CKI!:It /DATI; 12 J<, 5ti11he.tt / Z.-"2..!5'-&o T. TURt:OCK APR '88 8U8.1ECT I TITLE Po werho~ .Su er:s. -fru~irtre QA CATE&ORY I CODE CLASS CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./ CALCULATION NO. REVIll ON !5800 :>~-zz.~-7P lti!VII!WIIt /CMI!CICI!It /OATE T. TUit::OCK APR 12 '88 QA CATEGORV I CODE CLASS CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION ... D./W.O./CALCULATION NO. IIIEVIIIOM .S010.61 I 5"81JCJ '.>7-2Z3-"l PREPARER/DATE-~ R . .7-t/nl1r:..u / J-3tJ -ea REVIEWER /CHECKE~/DATE 12 T. TURr:OCK APR '88 SUB .. ECT /TITLE >. P~wer-hotljl!_ .7 -:sTrife--lure.. QA CATEGORY I CODE CLASS / -- COL-UMN$ B-1 f C.-/ Ba7e.. mewzber f CPnJ?~.~ .. :ftiJJ-7 de-.?'f11 oJ1 -the-Ioyer et;/ttm)1 .B-/. -rhe.. ~;"'1'11n ;,~ ~~ pnne4. -r;,~ V/)Jt(WIIJ. iPJ? iJ coJ7J?u,re4 ~ 4.$ ~ ~~~r Jarent/ !Pari~.~ ):,iff ne;r vW"''ta~/ /~~. -rht.-u;/#11711 he..{P.$ .?Uj?)?GrT -#;e, ..7~~ ~wr Y7tJf-a1-e,j(}4J:r!T~n. .59..5.1 ~~me, ci/um11 ~ ~ /atJ ,PJf; .sti-H-1; ~ e7. 5'1.51 z W14X 1-3~ /.. ;;~1J /1/rn -:::t J5;P.s-r ~.,... fiJI t::-4/"'"'11 h~)hr. DL ~ (8.67 {o.tJ/5) -t /)./tJO ::: 0.~8k.JH (:,ver C-tJ/t!ml1. hei·akf-} !if:j;IMr ''N!e.. ~-!Fu.-13 . t?" I I ,;' PL z 8.7+ !.1-r;B.t,J(o.a+3) = 1/.sk (@E/.59.5') (~lc. . .5S-Z7/-~ Sw ur-Srz_,w~-· . Sl-= 23,4-k feEl. 59.5') (~lc..;.~-27)-)5;fl.IZA) U;trfi~t.-V W 7 C.L: J§.I)J:. !.@o/ ,.f U;/ub'/Jt) Tr~n.tm1~,71Pn L/nec Led c~ne, L-od GK ::: //). ok. (@ £),59.§) Vert; (1Aw11~ Ltwt/ = ~.7):. ~ E/. 77. tJ ~ J 1 1 1 .A , \ c... CAt~ . .>S-225-f4IV )?· J B./ H()~;~. (~ -fk-J),r/k) utt4 = 1~.7k. {@.a. 77./J') V0 'rtd bPd .Swltch ~u&r &em &ttf () v~ (~) '-'~ = e.fk(@,E/..59-.5) M~~. {lrJ ~.Ab~) LPtJ = o.7k (rgEJ.59.5) c CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./CALCUUTION NO. lti:YIIIOM J 58tJtJ '>S -'ZZ3 -7)? QA CATEGORY I COO£ CLASS P#ftbsi?rttc. ~w= o.35(o.~B) = o.;.:,kJFf {over c.P)~twm he-~;phf} ./ fii'v = f (o.J~) = 0.0'/o/.ff Etf'H= 0 . .3S ~/.5+Y!)=t:8.jk. (~EI· 59,5')/ 9;., = j(s.l) =5'.1-k l?jMmic, r !+Alt. ,fNtE c.n.e. . ~H = t:.,)(/.8~) (0.38) = 0.33kjg {over c#MW!J1. h~f); t4'v = t(tJ.3~ = 0.2Z.Y# f£4JH = f;;;~)(1,BI$)){11.5+~=:N}{~EJ, 59..5~; E4Jv = j-(ztJ.~ = J3.5k CALCULATION SHEET -3!:?-88 RP;~ = 1~.7-z.; =-JJ.t/< At: et 5: STONE & WEBSTER ENGINEERING CORPORATION ltEVIIION QA CATEGORY/ CODE CLASS CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./CALCULATIOif NO. ltf:YI8101f J58tJtJ '.!?..S-223-7 ltf:YIIWIIt I CHICK lit I DATI T. TURNOCK APR 12 '88 QA CATEGORY I CODE CLASS ( ... ~~~~~~:..::::::.t.t.~v7u:::..!u:!.!.../7!!!.!::::::,_ ________ _J_ _____ ~ at-VA1&z .B -1 j ? -1 t_a;;.t;? DrL+ f + w;JJp N-.S ~IN :: 15:/J + Zf.8+41.B/P.~8) =55. 5K ,e,.H =[f(o,?t)(:u.7-')-z.-().7(;,.~]/41.23 = 4-.+Jr. /4,11:: tJ.7/(V,7.1)-tJ.7-4.4 c. J/,7):. Pf; ()f !11ft. /11,1f7111-j-,. ?f:C. = ·-1;:Ji =/h. 5 1 bJ,w Pf;}) A-tPr. a: P= 55.5-J7.5(o • .38) = 48. 9k __.. .n, = f • !!:J-== /.84 h/ M = +.4(17.5) = 77-oJ:.'_.. f.= -f = "'7;fjzl_= ~.-1'~· :& +h..= /.B~+ ~.~ •o.Jz+a30= o . ..f-2 c::.}.3.3 ~ !?. ~ -;s::z!1 ~ - (i,. Af; pt c: P = JS:tJ +Jt,,5({) . .:$~) .. z;.3k __.. -f4 = f = 1Hr = tJ.8/J J:s./ M = 11.7{1•.5)-f{I).7J)(1•·~1 = 9l,.f!1 -+ f. • -f = 96;t~z) =8.~1}}$/ a + b.. :: tJ,SO + _A_d2!L = 0.4-;3 .C::. /. 33 ~ F14 /i. IF.21 ~ - D + L. + f + Tnt~. 1 ... /ne-+ WI AI P .$-A} l<~w •I$/) + 3.7 +24-:8 r -N.a{t; . .RJ) =59. zi. !(""' • [i:(tJ.f.!;)(v.7Jf· + 1.1,7 (t..za) -~-~.7(8:73)]/ .f.l.u = s.sk RrH ~ ~.4-S'(U.7;) + 13.7+ tJ,7-S:S" = /'J, t, k. (" J-;,,,_,~.z , Pt. r:tr !rlttt· MDh?Mt =-Pf C = I). -IS' = 13. I be),w Pf. E At-Pf: B: ( P::. 59.2-J7.5(o.M) =52.1:," __.;, ·~ • fjj-•/JIB Jt:$/ M =.s:s(r?.5) = 91,.3~'_.,. .f; = ~ = 9'?L(Jz) =a.oeht' * + t-= ~1!, + ~/1 :. 0./3 + 0.37 =-0.50 <:. /.33 ~ ~ ~ ~ ,.;:, ~-"' " CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./CALCULATION NO. REVISION 15Bt:PO -"2'2..3-7_ QA CATEGORY I CODE CLASS ~ '~ ~....-.-..:;....;.;..=-..;.~""""""-...;;;;......;~.:...=...;...;.____,;,_=--___________ __._ _______ ~ ,·, ~· _ .... / COLIJM~ B-1 ~C.-/ (UJNT) 1? + L + ..f ~ m;v. /_;'rze + WJJJI?.s-N {IC.P~ irt ,Pf; c. : P: )5:tJ r~.7 + J3./ (tJ.~tP = 23,7k ~ 4 = f = ;t.·J::: O.B9 h/ /V1 == /9.t,(;3,J) -;~.7(1..87) -f(f).~(l~./)7-= /24.{)~1~ .fb =/ = J~~(!z) = /0.4/ h.J' .:f/)f :fJg_ -0,81 }(),1 -,/ ~-t:J -~ ,....A_ I . L PA + Fb -}5:2.1 1-2./. -o. ()fD + o. -n;J -C;'•:7f < . 33 ~ 12 + L + -f + Tra11~· L/ne-+ £4J ~ -N RAv = JS:tJ+.3.7+-33.2+ o.~et.+l.23) =,7.&/::. I<AH =Pt.t~.33){41.v)z.+~.2{23.7$)+1J.7('·~/4J.23=2fJ,sk !<.PH • /).33(#,2,3)+ /3.7+2/).Z-20.5= 2],t)k AtPf;B:. . P= &,7.~-().3B(r7.s) = a,;,()K..-.f, =: = ;~~ ;2.:5Jh¥' M =zo.5(J7.5)-f(!)33)(1?.s),..=30B.zk'_. .f;, =4-• 3 0fi}JZ.) =25.~,h.i * f .ft = ~~ + z.Jjfj: == o.J5+ ;.zo = /.35 ~ J.33 tg: M Pf;C: P == ;s:o +~.7+/).38{6.z~) -=-z/, ;k.~ f~ =f • ~~~ ==-o.sob;' M = 2?.0 (,,23) -f(tJ.33){,.z~-z. = 1~1. 8 k '.-.-f), ==1-= /;f/1'2) :/3 . .58 h;. t + i-= ~9 r ~1:f = !).05+0.,3; o. 'B ~ ) . .3.3 ~ U~E W/1->< 9() STONE & WEBSTER ENGINEERING CORPORATION PRIPAR~~~ATE J.J-/ IREVIIWIR/CHICKER /DATI IINDIPINDENT REVIEWER/DATE JC, .:77-/J111e;1 17 /-3!) -.BB T. TURNOCK APR 12 '88 \UB.IECT /TITLE JQA CATEGORY I CODE CLASS c:· -.~~....;;.o..;.:W,~er,:...c;-}J.ut.,>p:.::~>~:;;.:le,_==......_5c:;..lf,J_~,I,~:;..::V:;:....::.S::;;..:1r;..:...r..;.:.;ut,;;..:.ju......;u.:....;J"e,:;;_ __________ __. _______ --l C,!)h/)11/J$ B-) I C-1 (~~ G I . c_ Column B~:~& !&A&!?? (;Jr;.,-m_q)/?fll.,) Mt.t~.l/owJ1 ::. 79,3/c. (P+L+.S+Tnt~Js.L.Ji?e.) == /~ [41.23(P..J8) + //.5~15+ '"'~" ~1: + 3.7 +-2.J4(41.'1.3)(txzz)+z.J4-(13.s'J - ::. 77-3k (P-1-L +.f:+-m~~~~l,e+ 2./-1-Pft.£4'v) MAX· V,J/fl-= 1 .~3 [~(+1.:?.3j~ . .~B)+i~,.s:mj-B-1] = 7·9*-tJpw~) (fP + f0Ni) = r.k [ ffii.~~P.38) +#!I·~~ .J4~J.v){{). z:z)-z.;+ (;3.$] =--J9.t,k( o/'~) . (fP+z./4~. E"tPv) !IJ~x . .ShUir = 1,~3 (s:s) = 4-.1 k. ( o + /rr;~. LiJ~te.. + U~J'w./ s -)}) -== 1 .15~ [3.7(ii.~) +z.J1-(20.7)(~~)+z.J+(iXz;.33j4J.z~=Z.7.7k , _ (D+ mn~.L../111 f2./1 '/)ylf.£45·~ Summar;v: M~.x. PtJwl1 == 79.3;:. M~. UJ7k.ff-=/9."):. Column Tij? KeAc.:fiPh$ UJ~YmAtid) M~x . .7hwr = J J.' k. { J? + rr~~. L./ne-) =1.~.3 (JCJ,t,):: 1+.7)= (P+Tn,J1.1..L/ne +-W/~ s-JJ) = ,,k [!.3.7{¥'~) +z.Jf(2/):it!j;,fi;) +z.;4(iX()·33X4-1,2.32 =ztt.?k ( 0+ 7n.~.Line-r z.,J9 ~)}. ~s ~ 5um~: MAX. MWYL : ,.V)~ 11/tAx. u,;,-ft -= N/A- MIIX· .7heAJr #-.? = Z9.7k !V/,x,5ht?Ar ~-w ~ {)J:.. 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IIIEVISI Oil 45010.61 158()() '-17> -2~3-"Z QA CATEGORY/ CODE CLASS l'_ -~~""-=-=-'~~.;..;....:..... _____ .L..--__ -----t UbUMN~ .B-9 f C.-9 {~Al7) Mem.ker Pe--.?lan (/ 7he-!dBn?J'vJI )p .. J C4 5e-i:S p ./-L + W/N.P .s. -N. Trf WJtX~ p = ;s:~ +f:{r;.-~)(4-1.23) = z 3 ,3J:. ~-~; _, f = z~.}-o.eeb;' M ==f(tJ.71)(4/.z3f== J5!).9.k'_. f. wf: 1-r:?Jo.z.) =12·"h;' fl-Pwt Co/u}')fn~ .8-/ f.B-9 -fPr W//-X1/J: ~:; /5:Z9J:s.i f Fb: 2/, t:, ks/ ~ + *-= 1~f, +-1'fi = o.ot, +o.s~= o.~ <. ;.~3 ~ V~E' W )4-X 9tJ (-rhi-, ~~'rt.. 1".? ~ -lhn~ ~e .?t!)?BY>--trH?iure) Column Bl!l&leAc.:foJ?~ t;J~r-;rM/iwl,) (.:.: MttX· 14wJZ == J5:!J + o.4tl(4J.Z3) = 3/ . .5k {P+i-) C. =~5,() + 0.#(4/,z.3) + 2-lf(~. 43){4/.2~ -=-3+,5X (P+L-+z,J;f~, J:iPv) /VJ11x. Ur~# = ~0 [ ~ (o.~~J, Z3) -z, J4(tJ.~ )(41.2.3)] =--.5.3k ( IP + 2 ./1-pt;,. FtPv) M~x·?heJIIY" == 1,y [i-(tJ.7V(4J.2.1j} = I J,ok {P+ Wt'J1d s-.N) = 1 .~[f-tz.Jt)(o,.J~{4t . .z.32 =)tJ.3~ {P+z.H-tyJ?. ~..,) ZH rnm11rj: M~x. DPwJ1 = 3+.5~ MAx. !)J?J,-ff == 5:3/< ~)un-tn 79e RutviTPtz~ !N~rtrrAJ/~ M~X· .7h~ N-S -= /J,tJk. 11~x. ~heAr £-W x~.()~ 1'1/~x . .&hev-::; JJ,tf)k {.54,t.-a.7 ~Y c411~r~J1 P/1~) 5ummt:t¢: M~x. Pow11. =-JJ/A- M~x. Ul'l/# =N/A- CALCULATION SHEET C!E STONE & WEBSTER ENGINEERING CORPORATION '-9'' GL co#tJEt-77()N .OgT,f/1-S AT /f)P OE £"t./.p WA-U. CLJbi)MN.S REVISION QA CATEGORY/ CODE CLASS wz4- CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVISION QA CATEGORY I CODE CLASS (; ': ~----'--'-'-"'-~~~=-::;;o...L....~ ____ _..__ ___ ----1 '---- .srgU73 ~ E2-59.5 1o# 1-uJ£ I fhe, flprJ?:, {E-W) ~~J1 -fnwt fhe. SWI~eAY' rtJOm ~r f)lnle¥:S-;':$ uk. (sw/:l. Df/c.. ~~/ ~S. -Z?/ -I.#; J<e¥. // J'· 1z£.) flpr-;'r:. f'!-R&:fttJJ1!; mm. -li?e. w;+ .!'...'nlt;f;;$ tJ}? L/J?e-~ P 1-E'" ,Ptl.?.-S d1 rec,.lly 111 fo ve.r#at/ b~ac;~~. f/t;r/t. r~e-h/Jns ~111 -the.-hl/4- i~'n:/ed Pfl 1-/ne-.s. A-,~.13,~ 4nJ C ~.$ -l'ltr-P~ the.. WI~ .d-nt-1.3 PYI L-;ne.. /. 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IM).5 £ F;,-J fA-== 9,[,.5(12)+(..5(U..3) f/ . .ti(~.I)+J,2{19 . ..1): 27k c~n~ Girder J.mAJ~......,"-Cf~'~~""'~ '2...J~eu ·\l }:_ 'I#-= 4-(JIJ) + J~O(o.;,5) + 1.!5[q(''j!-)(CJ.f3i) ++(b:z:'-J(O.o'-S)J '193 F~ = ~.35 {193) == ~)<.. > PV<~,w/ (Sei~m/c, ~vern; over y~,'r,),) /em~~ )pd.? ttn.. /r,;/'11 577</J.PL--.?W ru11 tJi Z -1/-EIB" f/4~ #'777t.. ,· -·'· • ~ ·---\ •--·•' -•·---' • • -__ , -· ··-·---c=·<·~.c- CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./CALCULATIOII NO. REVISION 15800 ~S-'2"2.3-"1]/ QA CATEGORY/ CODE CLASS c··;·~......;....:...~~~-------1.--------f -c_ CKA-NIE' C{)t-/)/'IJ/J_5, {a;/J-T) Co)/!ln?Y1 l?e-f,#n lr:j WJ4X/3Z: Lped IA~e I -PL. + PL. U'tU1e. + '-'-cnnre... + r mJ?~ I Whuj 1-~ = /{)3~ _.(PL +U)~ = ~(-z7/)) = '2-78k] /ti-4/ CrJtJ1e. L,~: 3~"k ~ad-= o.;~(z78) = z.ak G/yt/er J!JI/,NI~ Col~~th111 i iJ¥~tu.. I~ [)L ~ 2.0(().3.5) + ;}.5 {_;9.3(CJ.I3Z) + z:_·B (o.oh5J]:::: }}"-DL. Crw?e. ~um-e. ~n-lire ~ne //)~ ~~ etpl')' eA 8-f "-f -fl~~e. M = 3o~ {i)(!+.t-t. -1.03) -== zo85k" p_ 306+1/ . ~ =A= .Ja.8 = 8.17 Ju,; fb;: -f = ~ = 9.98h/ kL/y = 2/.{){;z.)/3.7~ = ~l,t) _. ~ = /t-.7+hl' kl/~ = 2f,{){I2)/6.Z$::: 4(;./ _.li':: &f2/} h;' r::: 1 z,r.:«; C.A _ 12 ()tJtJ /. tJ A 9 1 '~ _ · 1 r:;-r: J~ _ • lo ::: -U)Irf -~/. ()(12 p,1'7 ::: T • ~I / tJ. ~7 __. lb ' Z/. b ~~ -ft.t + Cw, .fb =-e. 17 + /.o ('r-98. -0 9&f < I oo ~sslcli::.;74Jc.' fi (1-f.)n, 1'·74-(1-~~f zJ.(:, -• ' () r__ i -,::;....., ~ ..!!1--+ .:t:k-= a./7 + '!.9B = o.a+ <:: J.oo ().''Y rb Z/. ~ -zj, (:, ~~;:;,Re4c:17~J151= 3J7K (v.rT. /A;wn) = f/!j = CJK (~) ··.' .. STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./CALCU ATION NO. REVISION 158~/J '.7S-:Z23-7P REVIEWER /CHECKER /DATE T. TURNOCK APR 12 '88 QA CATEGORY I CODE CLASS c;g_,tJJ£ aJl.UMN$ {a;#T) L.()aJ {;p7e-2 -DL +PL. 4?'11~ :t: T~w-A iia 6in:ler CdH,.,n k M/n. DL == IO(o. 3>5) +/'1 . .3(0.13:Z) == t:, lv/Aj. ])L = II k L&.tJmphJ )'~(;~/y) M~x. "'I· Cntne-P'-= 8/k. _,111/~mtW&T t:l11e 7!; CYI#'J4-P/... -=81(/)(;4:/,b-/.ta) = 5 .!i2. k.'1 Mil;<· Ax/al -re,/.L~ttd == + 125/c · M"X· MIJW!twtf' T~./.-.Nvl-::r 2ozk'= Z421-;k.'' ~ ~H M&~t· P = I I+ 8/ + 125 =-217 "-/114;<. M ::.%z. +211-Z"'-=-Z97d:." ~ -= f = ;~~ = 5:59 h/ h = -1::: z;j$ ~ 11: z+ h;' ~ +.t~ =-LZ!L + (otiJ: =/.04-> ;.oo N.G. Tif l-fi /b.7+-j-z , 'ZJ ,1,. Ji_ + Ji,_ = S: £!. ~ l'f.Z-1--= (). 9 2 < /. Ot> ~ "·''f n. ZJ,"' zJ,I:, - Tr,v WJ1:x 14:£ ~;-Y!Mt~tt'n,i:;# lt>t~rl e;.lf~. CP/t;ml1. .8nH--Re4c::lton.s ::=. Z./7 k (VerT. ./?p~n) 125-~ =/J9A. (IJJPI/ff) fk ~~ k J9,.3(lz.) + /Zf!,f = 13Z (.!?ht!At-) c CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./ CALCULATION NO. IIEVISI ON lo.5010.61 J5B()GJ ..:;_s--z."23 -7);? QA CATEGORY I CODE CLASS CI<ANE' DPLIJ/rJNS (C/)IJT) G()vern/1 ..5fi-I:ZmlC-~~ {j:J;wM,'&.. £,.)(, Ye$vt/~ ~r-e .fi,.,;,., ~/c:.,JSittJ. ;_s, -~-1a,~ Re;~.// .57l?.o.PI--:>W n~n pf5·22·9b,~ VerL~rtlzpttke: H~l' 'tF 2'786) Psffflt/~JtS;'/itftc A-~/. = ~(0 . .3~) = 0.:2,3.3/" {Gov~>) VynA#1le, ,f~/. {WIA)() = ~iii/::(~::~ = ().073; Hp~Jf:, EftrtbtHAKe : ~ew:IP?'htftt:: A-utj. : ().3.5) l- Pj114mi?;,Auej. {h?ltx) = :e~·f';:; (~~~tfj =-o.9tJ; {~VE.PA>) ~qJ Gts-3 -PL +Pt... ~ne. + £1l'+11!'f M•X· PL = J I k (U>JJ? f"UfeJ J?YSV/I)ets.~) M~x. CD/. ~111!. t?L =elk_... /11Pm6f1r J11e. ~ Cnme.PL-=.552.k 1 /ccn1:e,;~J L. ~YWI/Ju~) M4X· P::. /. '233 (JJrBI) = /J3F--J L Jl L~IIJ tA.,Hi.. z ~Ver'}1.fo_, ••• WJ4XJ4:!?'1k M4;x. 11 = /. z3~ (ssz..) = t,B/" - CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVISION A5010,61 PREPARI!R /pAT! ..J.J-RI!VII!WI!R I CHI!CICI!R I DATI R . .7tfnne:.;;, 2-JZ-88 T. TURNOCK APR 12 '88 SUB.IECT I TITLE ~\ fbwerht?u..?e-~ ~ Y}fe--iure QA CATEGORY I CODE CLASS G~ CI)I.-1/MIJ.S. {_ CI)/JT) L-nt d (;,7e, 1--PI-+ J:?j_ ~17t..-:J: £fi?;,rir M"'X· DL-= ;;k {~~~ pr60P~~y) lrflix · Ct;), C-r-Pi'JB.. PL = BJk ___, )1/,t~~~T )~~~ 1o CnrJ?~ Pt. = 5f?Zk.1 ' (t:~~ffl/', ~'p~) - M~x· hx1~J 5t.~si-lnt'c, ~IV)= 57.z(1J:$fj) = s~K.. ~ J -It> ~.s::..\ '/ j,/ J, Jl M"'x.J1,,wrf :5~i:Sm/r;.~~~V~ ::r ;oz.5c11.T7~ = 9v-= 1/.S:Z.~ Mt4X~ P = Jl +BI +50 ==-J.+zk. 5 . Ul LMI/ ~?(!. 2 /)"~..~ /. W/4-.X /1-5 ~ /Y!~x. M -::: 55z. +i J 52 -.:: J 7 t»-~ - L,y/ lAfe-5--fPL +-@h,rir {U~h:J7') This )p~ ~ ;~ /ncJJ14e;;/ 7'z> -fYr4 o/hfl-n.A~ft-/;J'L!i. Jue. ~ etJ, Min. PL =-b,t (a;ml'uW ,Pnll'liu~!Y) M~x. Ax!'~/ ..:5ei;mi& J_,~ ~ 52J,t (C/)111)?, ~Y"eV!'b~t~) c:()/t~mn Ll~/;~ Keacmrt ::.b[f(t)-z.J4/5t>J = ~&~ (t/;'tH) {/JPY'WtAh~ STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./CALCULATION NO. RIVIIION 15£3!)0 '!?~-:ZZ3-.P RIVIIWIR /CHICICIR /DATI T. TURNOCK APR 12 '88 QA CATEGORY/ CODE CLASS B n:tee.. Pet?:;, . ~WI2X : ~ )arfe.?T i?~e;h~ (arul bnu;e /"aJ;) t>cc«r /;r /...t:t.~ ~-» z)4. L-tJad Cgze,. 2 -Pi-+ Pl-t:nfne.. i: I 4f?'ll'en:t-J-un:.. 5!?Z. k... Jf.lt/'"+ /9.3z.: /. ,, • }_.. PL !>)?ear :::: 11, "3(lz.) = Z. 4 __,. 'in:,~ ~i = :u; c z+,~ = 3. 3" Drn&e-~ dJ~e.-iP ~· = J7t:;.Bk 7PfA/ rf-X1A/ .$~ ~ = _3, 3 + 171.8 ::: /tB3,k ,r.I*P'. /f/11P11t...ui- }7L i11me~tf-= t E·IS'ftJ~I.!!)(Z?.sij ( 2/) )-z..:::: 5::2. k. 1 = ~Z k.'' t' J.& • /". Jt1_ . '2.. L~ ' "14 :: J9.) ::. '!.58 k,.s; lb :: -.s = 67/j = 0.7/ ~~ kL/ry: Z7.B{Jz)j3,02 = //tJ,5__., n = 1/.t,OJ:s/ kJ/Yi = 2-7-B(Jz)/s::u = "3./8_. fi,1 '.37.4~/ £:': _;.. /Z P~C.; _ )~ &:'/)() J.t) _ ~ L.' lb -JI://J4..f -2.7.8 IZ '/.Gl -Z),5"ri'J't ~· 119.3 1 'l' I -2.0~_1 -he c~+b 9 . .!fB J.IJ(o.71) ~ p;; -~-{;-f.)n = ;;.u; + (I-F.f)Z/.sr:-f = o.a7 ~ J,otJ ~ .;;, 1-h '1·fl tJ. 7/ /\ A.b J . £v t).~Jf FJ. = 2J, t:, r ZJ.S/-= v.-ro <: ,/){) ~ Lea;/ Crre... 4--PL + PL cnf!ze. + £?i> h"ri;t- 9r«&e. ~ J~-7;; PL =3.3)::. (u;,z)'?u'hl JPYWlpu>jy) Brnc.e. t.t,a4 dtt~ 7J, £4>hr,~ = ",3k { t:.~~. pre¥'~~~) Tm! A-x,'# 8n..te '-4 = 33 ~-3 s 7~): 2 '-'/ Cove 2 ~ PL.. /flpHf8<1{ = r.z,k." {"""!'·/'rev'''~) j :. w;zxif ~ (, V.ZE"" WJZX~5 JJ!!A?t[' f<.er.c-f/IJ#'/S ; -).18.3):: (~~tH~) P-Zfs f!·3+z. J+{".3)} =-'17~ (.Stei'swli~) STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .I.O.IW. 0.1 CALCULATION NO. REVIll ON :5'BtJtJ ;~ -22 - REV I EWER I CHECkER I DATE T. TURNOCK APR 12 '8fl QA CATEGORY I CODE CLASS :2ttmmar-t/ 7 ci/Jum;z,:;. ; w 14 )< /15" gm_c.,e;,.: W/2X~5 Bt:t7e-K€A.dft;l1~ {tv~x) : Ver-t-: P~wn -== 317k tip/,#~ I J'lk. . ('Bk {Pr s,e/s~/c..) JJ-> 5heAr-= J 32 k. · £-W .:5hear ~ ok STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1,0,/W.O./ CALCULATION NO. IIIEVIII ON !5800 :?..$·2.'2.3-71/ QA CATEGORY I CODE CLASS A J Iowa k/e.-.?heer .5""/'"re.s.s. Fv -;_tJ,.f Ff = o.4{~) = /4-.4 ksi (,+.rsc /. 5./. z./) EJ OD yo <2} EJ. '0 I zo ';:arllf)r .5 r,..i"'"".. fv • {t,. = ,+.14..4/if) .. s.3z b; ~ 2// £xtin~r f'lDtJr ~"fr1~BY: fv = n?j?.~ :2./3 fJ;' 1);(' (WZ4Xb8) -==- AIG ·. _ J . 1 r · JtJ/ ,.... L. _ • ,;f;y 2.-r ~ Y7fBr_S, ~ /..;11f6 1 ~5;-7.,9: -ry :: .3tJ'#(.'-!G') : .::;;J • !J7 /"..51/ ~ (w~x/7.3) 2+1 G/nl~~l..ti-t~Z/I;t-~8: fv == z7.':siza5) = ,.2zk.f;' (WZ7X146) /0 . ' ~ E~"'t 8/!J} : .fv = 13 ,8+(.Z7D) = 2 .t,t; ~/ ~ (WJ+X..ilti) - Beam .8/0:Z.: fv =-1z.tb~.z.Bz) :. 2.07 }$.j (CI2X2P.~ .Dutm BJtB ,• fv = 231_fjf4J5) = 1.5~ h;' (Wl4:/.b8) . . l1e4W~ SJM: fv = 13.1jjfz.71';) =3.BIJ kJ;;' ~ (W/4-X») ' ....... 8eA~ 8)~5": fv = 2;!;Jr.4JS) = ().5/ hi vt6~ (wZ4-x68) · · . . =- 8f!4"1. .BJ{)b : fv = 23. ;Jt 4-Jl)::: 0./8 .J::?/ ~K. (wz-#-xt,l) ' · - 3ez:J:?e5: .f., = zi;.;;t~. .. 2. 74 h/ ~ 8&Jfwt. JJJP8 : fv = u~t f.+4fJ) == .3. Z'? ~~· ~ (Wz+X7') ~h? J;)tfj: -fv = zf/:~~·+/i) = 3.1' ~~' 1K: (Wz4.Xt,8) ' - STONE & WEBSTER ENGINEERING CORPORATION PREPARER/DATE .J..J_ _/)/'1 !REVIEWER/CHECKER/DATE 'INDEPENDENT REVIEWER/DATE R... 5-h'nne-71 / 3 -_& -l'l' T. TURrmCK APR 12 '88 SUBoiECT I ~llLE lOA CATEGORY I CODE CLASS ~ ~WifJ1()11$t:, ..SuJ?e-r~Truc:fure . / CHe-CK i1£11BEX.. .5Ji£M:$ {a:;/JT) BU~wr .13/)tJ: .fv == z.3z~:J;. -1-,l?i =-2 · 09 ~/ (Wz+.x~B) . ' N'./ Be4h1 B/ /I·· fv : zlf'3f4;.5) = .3.5t, )::;,;' (WZ4Xh8) ' . rz r 3Z.3 ·A. L._ • pu,m Bl/2: 7V = J+.tJ+(.+Js\ ~5..57~1 (W14X~) '../ · .. Rf)()f She./ 2lJ 1 InieritJr Pur)/Y~: fv =(J(~w = '1.#3{.294) =-z.~h/ ~~ (WJfJ,X 53) zo':InreY··;-,.,-Pur/JY; W/lfx,~:,/ ~: +v == z~?7J(.415)-::: 0.7z K.?/ (wz.4-x~e) Z()1 8:fen~r Pit rJ/11 : fv == 23 t;J; +J5) ~ 0. h5 b/ ~ (wz4-x6B) · · --- 5'' G/r¥/eJr: fv == 35.~~(.7~5 ~ 2.st, ~/ ./Ox (W~~x~) ' --=- ' '·-J c 3Z ~, _ · ~ Z4-Glmer : ,., = u.7 )(.4'-o) -::: z.t:.o ,..,.,; ~ {Wz.7xB4) Co/umn:z A-1 fo A--CJ: fv =ltv~ = 35.ftf( 7'{)) = /./() ~;' ~ (w~,X~t;) P-), D-~ D-_s;P-'l f/"9: fv:::: l+.;l(.hfit)) ==Z.t/lb;' ~ (W/4-X J1.5) . , P-2, P-~ P-6,~ P-8: fv = ~~:1(441;) =5..35 k?;' ~ (w/4-Xf:jt)) · • -- e-~$;{/f;%5£-7,£-9: f.-,+.Jt.5'1~) =0.14hi ~ ~-Z~£-1;£-'~=-8: fv = 13.Bf(,375) -=-1.34-~ (Wif>< 'I) ./gk - CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .1.0./W.O./ CALCULATIOII NO. REVISI 011 J 5BotJ :;;, -:2.23 -7 P REVIEWER/CHECKER /DATE T. TURNOCK APR 12 '88 QA CAT£801tY I CODE CLASS .: .. ~--·----· ·----- CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION J.O.IW.O.I CALCULATION NO. REVIll ON PA8E &5010.61 158M ~..$-ZZ.3-7)/ !4-8 REV I EWER I CHECKER I DATE T. TUI\rJOCK APR 12 'SA QA CATEGORY I COOE CLASS CHECK l2E"FL£GVtPAJS L:f~-et/ 1/e:Fiu..fion. ~ .5uJ?w-srr~u1«re.. , De.-f/tc,-j/b/1.$ 4re -hK.~ mtv~. SlJ(tJPL-sw Y'IIJ1 PF Z-J-B&/Jier>j?#= +.517. Pue. -To w,Yt4: /::.mAX::: 0.19'' {'-~'? ~ 'TPinTZ4) l?14e, n .5e,;'>ml?; ~WIIf~::: t/.92 11 {L.baJ/1/17,~ JP/nT 2LJ) rirv~e.BJ#·II~ Jri/Dwab/e-.Pn# ~ o.0()5h -==-CJ.!¥)5(i)[4-3.1JO +36.z.t/(12.) == 2.38 11 :. ~ (UBC~ ~. Z3Jz(h)) - Gn.v,fv I.--Pad PecfJu.tt~ns ,:;{ 1'111/n .Bums t G/rders , , b = 0.00/034 L!--!i/4 (kr5C/I'• z.-1~) AJJpwa.J,Ie ~ -= L/zHJ (~trud;tn:t/ j)e,~~ Cr/'/!;n/:r,~ ?·A--29) Eber @ £}, t,l) 1 I AA )c I f. .1t/_ Jt.3(!z) 1--' 2/) Inter;~y-A&J()r .S.th1er: '"'o+l--: 1'3 ~ rb -:::. .s = 1 o3 = /8.Cf/ ~~ (wi4-X6B) z. ~ ~ (;. 0{)/()34-(Zf)) (18.99)j;4-.04 ~ 0.5t,'' A -==-20{12.) :=. J /)()II> "' _ tJ. >{/' v?J.v ~aJftJW z+tJ ' Ll - ' -"- / ' " riA Jc I _L ;J(:,{'f • UJ ex-rer,~r-R(;l()r->#17~: M1:1+L-=-.32+t:rr:=. JJ{, ___..TJ,:: JG -: c;.t.Jt~.J:s; (WZ4-X~) 11 : o.ooJo3+(zo)z.(9.M-)/z3.73:. o.;t,'' /J.,j/IW ~ ~(/:) ':. j,!)/:/l > A : 0. )(/' v§t 24'G;nlsr@ L/11e.5 J,~s;z 9: M!)+t-=st.zk'-+ h, = 5b}ji.,2 2. =-;z.s/ h/ (WJOX/73) z. b: o.ooJoM-(24-) (!z.si)/ 31J.# = o.z+'' ~4VfiW = zt_/(;P =1.20" > D. = tJ.z4" ~ Z4 1Gln:I~@L/ne.$2~4;t,~8: Mo+'-=.9J2k'~ 17,:: ~9z) = 17.2.8 h/ (W27'1./~) f:l = o. 0!) J o31-(z4)ZCJ7. 28)/ 2.7. 38 = o. 38 11 · b-1/~w = ~ =/.2()" > ,6 = 0.38 11 ~ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVIll ON QA CATE80RY I CODE CLASS (_ 2 3 4 5 6 65010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL T SK CODE PAGE A-( 15800 STR\JtTL>RPit... SS-223 -70 N/A fV\ lC.f\Or\CJ\E OF COMP\JTFR RUf\15 l Dt=NTIFIG:D o~ PAG-G: 2 ARt= AVAlLABL'= FROM PRov-c-cr 0oa 7 6oot\ uPoN Rc:GVE"ST , 8 9 10 II 12 13 14 15 16 17 18 19 : ... :"' C'",, 20 ,;., 2 I .. ....J;·/ 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ' ·J _..., I \ ' '"""" ( !5800 /.>.$-Z"Z-3 -7D INTEROFFICE MEMORANDUM J.O. Oft W.O.NO.' 15800.08 WP 26A-1.b ·-·"· SUBJECT POWERHOUSE SEISMIC DESIGN DATE June 17, 1987 FROM TO -= N~ A. Bishop cc WSherman A Walsh MMason 'M'azelaar DPotter L.Benson DMatson Atter a review of ductility considerations in seismic design, I have concluded that the powerhouse structure design should proceed generally in accordance with the seismic design criteria used to date, based on the following considerations (underlined items modity existing design criteria): 1. Concrete substructure design a. The powerhouse substructure elements shall be designed pseudostatically for a horizontal acceleration of 0.35g with material: stresses not exceeding normal design working stresses. This will provide a reasonable level of seismic resistance for the Design Basis Earthquake (OBE), without significant damage to eriients. b. . The erUB~ry lateral support system, and its supporting elements, for the concrete substructure (diaphragm and shear walls) shall be designed. pseudostatically for a horizontal acceleration of 0.75g. with a 50 percent increase in allowable stresses (or a 0.67 reduction load factor). This will provide a reasonable level of seismic resistance for the Huimwl Credible Earthquake (MCE) to prevent structural collapse but with some risk ot structural damage; and will provide additional seismic resistance in the prtmary lateral support system to minimize structural damage for the DBE. 2. Steel superstructure design 1-694-RW Due to its relative flexibility and its support of the bridge crane, the steel superstructure for the powerhouse shall be: a. de.signed pseudostatically for a horizontal acceleration of 0.35g with material stresses not exceeding normal design working stresses and considering the bridge crane in any operating location, such that nominal resistance is provided against structural damage due to seismic events with the crane in an operating position; and b. designed using a response spectrWil dynamic analysis with a 0.35g mean horizontal ground acceleration, allowing a 33 percent increase in allowable ~tresses, and considering the bridge crane in its parked position, such that a higher level of seismic resistance is provided against structural damage or collapse for tne DBE with the crane parked; and B-1 J - ' l _,.t ·1 .j ) I 5800 I ..53--ZZ> -7..f) c. designed considering ~eactions, for steel connections and for supporting concrete, obtained from the above analyses with the seismic component IIIUltiplied by a factor of 2.14 (0. 75g _divided by 0.35g), allowing a 50 percent increase in --allowable stresses, such that increased seismic resistance is provided in connections and substructure to prevent structural collapse and to develop structure ductility during the MCE; and d. designed assuming the concrete substructure acts as a rigid foundation, due to the relative stiftnesses of the steel and concrete structures. Elements will additionally be designed for a vertical acceleration equivalent to two-thirds of the horizontal acceleration. Horizontal accelerations on the principal axes and vertical accelerations shall be applied independently (consistent with the Uniform Building Code approach). The above criteria generally conform to the "Allowable Damage Level" descriptions under given seismic events as described in letter SWEC/APA 623, "Seismic Design Criteria", April 15, 1986. These criteria will be turther defined and incorporated into the Powerhouse Structural Design Criteria for use in final design. Previous designs will not be IDOdified unless significant savinsr can be achieved. WCS/RSW t-694-RW PdLtf~ Williu; C. Sheran Lead Structural Engineer 2 LJ -.. NOitR-l't.,-AIN YltU..OW C:OPY. !58t/O /.!?.!?-223 -7.]) 1 • • .B~ RIEI"LJIIER -RaTURN WHIT1t C:OPY. FORWARD WHITE AND PINK C:OPIU. · RETAIN PINK C:OPY FOR FtL.E. INTEROFFICE CORRESPO )~------------------~~~~~~~----------TO: • ti-spk uJ/ De.J kev._._ ~(c.__+.,~ ~ ~y-~J~ ~ --(-~ ?I+. ~~ ~ tL ~.r\-~ +l.L loo-J I 0 ~r-ees I (.l)"~ ~ lnJ Is \2.. ~~f$ ~ ~ ~ (~.s \"ij.~ b/ If~ ~(~. 'No~~ +L._ ~ 1 ~t ~ <!1-A. 1> ~ L tf>lo-.._ ~ \)r-o~~\-<... ~ (JA... \J~rl~Q Q 6 "'~~ ~~ . ~~\~v 1-a.-~z --~fl~ J4re::;- OATI IIGNATUIIII T'ILII'MCNI! REPlY: ~t_ \ , ~~~ ~ \ """--t.l' ......... \ ~-\ . ...6.NAJ .. ~~ cl. ;_J v~f.. 'f~t'~ -\l~ u. ... ·- \ 2,.,0) \2·0 " -A':_ -:- z.. \ \ \ .,,~ ))LS. c:.. 1-A~\ ~ "'\" ____ , . :; 0"~ q. i ~""w,-l_~ .. 1.{ o .. ~ q,' ~~~ .. ~i~ ... r.r.. '3. ~ \2...5" --,~~"iS u.l* ~ (; I -s.~ • I \ . ',:) ~~~~ -· ~~uA.~~ -JAN18118a- IIGNATUM - . ' -"' \ ' - 158~0 /.?.> -2Z.3-7P COPY STOMI & WEBSTER EM;INEERING CORPORATION Mr. Jia NelSOD S&les Eacineer IDIIIR. IJ:J.corporated. 2925 First Avenue South Ia:& 24708 Seattle. WuhiJ21ton 98124 OVBRR'IAD BRIDGE CRANE BIW)L!Y LAD lll'DRO!t!C'l'RIC PROJECT ALASIA POWBR. Atl'l'!Oiti'!T .. S€11 1 1 1987 1 - JJMPlante/DLMatchett Gen Files/DOC T. Critikos/Cbron N.A.Bisbap/JBk W.C.Sherman J.Nowalc September 10, 1987 J. o. No. 15800.69 Per your Septelber 4, 1987 ad September 8, 1987 telepbone conversatioos. with Mr. J. B.abb of our staff .. pleue coa:fira the folloviq infOrmation that you proridecl: '1'2111 uw· Bradley LaJca Proj.ct Ge:aerator Rotor Aallalbly weicha 310,400 lb., vbic:h aceeds the preriouly couidered 150 ton bridce crane boist lillitatioa.. We acree that a 160 ton crane would aov be required.. With a 160 ton crane. the uw vbeel loads will each be 103,000 1'b. static (no iapact loacliq) with an eicht vbeel crane aD4 four wheels per side. Please coa:fira that the llli11i111W1 wheel spaciq ia 3' -o". BAclosecl you will find pri11ts of our Bridle Crane Clearance draviqs 15800-FM-6A-1 and 15800-fH-611-1 for ia.formation oaly. I have also enclosed. a copy of a June 10. 1986 letter sent by EDERER. We request that you use the information pr:ovidecl 011 our clearance draviqs to update your Dvc. No. PA-1531 bY. B. Also, pleue coa:fim the diMDaioa.al data provided. i11 your June 10, 1986 letter. Pl ..... note that the d.imea.aion M-39'-9" sbould. be appJ:Ollliutety 21' -o". 'l.'!uiDk you for your uaistanc:e i11 this •tter. If you have any queati01111 pl .... call Jay Babb at (303)741-7059. IIIII I.A.._. SEP 11.87 D/JN/CG 27421llcc ..s-+ - " / ,,, J58ti0 />.5-22$-7.0 INSTRUC:TIONS ANOIPI-RIETAIN Y~W COPY. TO: REPLY: fi'ORWARD WHITE AND II'INK COPIES. INTEROFFICE CORRESPONDENCE l11'1i? ~ e'4W"A'I avJ>eJ> C~l "J"2!F.)t)&l,/ ~ S67.S.1"#t~ ..J>~ ::r/~ j'7I1F ?'~SIF c~ /.S ~ ~UJwS.: j) Ulf'IH!!" ,JIN't'llj,l> II'S:: (11?~77N'II:I'J'£, ,;'1-PJ&/2:. A' 1:7./j ~7),rUIIIU.'f /h'.l't.l~ jJ'IJft't:.i!!!"(lfii'ITH M .V/"/"N'!Ivr' .t.o~J -z:.) O/l.i'tf!t' .:1;/t111~ 4-llf"WA;.N ~ .. ~ /L#/t.. S ,1/,M.;> ;~ t:J/1 eJ&""'T'f~A-t... 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QA CATEGORY (v') 0 I-NUCLEAR SAFETY RELATED on om ~ 4V.i::J'8.¢ OTHER OPTIONAL WORK PACKAGE NO. o" D 1-*-A_P_P_R_O_V_A_L_S_-_s_I_G_N_AT..-U_R_E_e._D_A_T_E -----r-------~ REV. NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW *CALC. NO. *REQUIRED (V) PREPARER(S)/DATE(S) REVIE·WER(S)/DATE (S) CALC NO E 0 YES NO . REVIEWER(S)/DATE(S) · OR R V. N . " DISTRIBUTION* I I COPY I I COPY GROUP I NAME .E. LOCATION I SENT GROUP I NAME f. LOCATION I SENT .. I (·¥) I I (.,/) RECORDS MGT. . I I I FILES (OR Fl RE 4o'D So\)k Rtt:tG I C'ft.\G I I FILE IF NONE) I ~ I Fl~ FLL...S' ~oc.... QUAL tC. I I I I I I I I ~ I I I I I I I I I I I I I l I I I CALCULATION SUMMARY fCALCUL.ATION NO. OAT£ -/ •J PAGE "' 11010.47 103 "2.. \"S ~ ~/of 1'2. CLIENT J. 0. NUMBER ALAsKA ~w~ Au.THoR T'f'\1 -BR.Abt.E'I t.A~ H'l h tac J S"?oo.~~ SUBJECT Mn:~b\..E F<iR.K, C..\VEJUloN '-H ANtoJEI.. A.LlGNMe'IVT GA t.<:ul.ATlO)\) PROBLEM: ~ d\ve.r.:r1o.., c..k~ ~:t tk. R\Vc... m.v.st ~ c!e..f;~ w't+k ~1\;1\J~"t. CHECKER'S REMARKS: CHECKER'S REMARKS: HI~JJ,, F4Y"t ~ tk 6r~~:\b pv-oJe'-+ <..0o,d;av.c.W arJV SOURCES DATA/EQUATIONS: , \) ~LHP \-\yJr-.....Ja·, ~~1j~ Crrfe,-1"' D.,..--tul... \0·13-f' -z.} su~V€VIoo -rNedrcv ANb PR.A<-TJut) De..va.r e.+ ..... ,.) 1~?\ -c..t...~"" 17 CHECKER'S REMARKS: CHECKER'S REMARKS: AUDIT SUMMARY CALCULATED BY ~~Htt;;li.:S CORRECTIVE ACTION TAKEN !J. . ..\ V.a.tc..~ BV CHECKED BY INFRAc;TIONS DATE AUDITED BY ' I IOATE AUDIT REMARKS AUDIT REMARKS AUDIT REMARKS AUDIT REMARKS ; 7../r~/H' tDATE I I I DATE ! I I I 2 3 4 6 7 8 9 10 II 12 13 14 I~ 16 17 18 19 20 21 22 23 24 2~ 26 27 28 29 30 3 I 32 33 34 3~ 36 37 38 39 40 41 42 43 44 4~ 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .t.51110 85 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION ~ GROUP CALCULATION NO. OPTIONAL TASK CODE )~ (7 l03 ~ D 0 F C..O)..JJ EN/ s C. A LC..I.ALAT) o-,..J ~\.AM ·t"·O~.'(t.. 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE l¢"3 ls~ G STA Otoc -~---~·--~ N _ : '2..to<e\5S' t 5o -::..os "0° = "2..\oi-\'1fO .. o ~ '= 35b' "2:.() t 50 Sl ~ "¢ 0 ':::" '35''"3.3 EL-= z.no.o PAGE 5 STONE & WEBSTER EN81NEERINe COIII'OIIATION ~ .. ~-. ... 5215.9 f'EF: f1,~ Flfrk b.uic"'l iow C."-a~JN&.l SKETCH . Ft~LV'C. t ( 2 4 6 ... 5010.65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. [5'~00 DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEl G St~-t\~N S-t"'-~..;,.. ~-ra...k-e. Wf' OtSo.o ;S'L•'2.\b9.o I:JJb 13A.Stllo) \t -,o. 0 EL-.:. 'Z.l~., A c.r '"1.4,-tk = s "o' W 103 l\Jov-'t '-'. ~....., j '2..10~ ISS ,iJ 2. lOB'" O.,S. 0 8)0 BASIN. -rc ., &~fii 35"" 0, 0 I 35651 ~. 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'& 35€.iS?If.3 '3 56\ "1?.. i"' 15''-1"2..1.() ~ S'~ IOi", \ '3S61'3"l,C 3s" z.~~. s 3.S&2.3). 0 3 5(;.Z. I I. 0 1 )6·1 '+7. 0 SSG. t 15. 9- 35{, 0~-0 I HYDRAULIC CALCULATIONS .6 5010.64 !FRONn STONE E:. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REV~RSE SIDE PAGE 1 OF ... 8 CLIENT S. PROJECl ";t ~strA PoweR li\JntORI1Y-B~P112_~-y l.Prtr~ ( '·~. (·. '·_::, :_.""·~-~ ·:.: -........ -. ( " '-. '-"" J. 0. OR W.O. NO. 15l300. 08 CA LCU LAT ION IDENTIFICATION NUMBER DIVISION 6. GROUP 1-l CURRENT CALC. NO. ()30 OPTIONAL TASK CODE QA CATEGORY (V) 0 I-NUCLEAR SAFETY RELATED on om t>l N/A OTHER OPTIONAL WORK PACKAGE NO. *A PP ROVA LS-SIGNATURE 6. DATE REV. NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW *CALC. NO. *REQUIRED (..;l PREPARER(S)/DATE(S) REVIEWER(S)/DATE (S) CALC NO OR REV NO YES NO REVIEWER(S)/DATE(S) · · · M. ;::-, 5 k_ ~ ~'""'"' \V"f'\Q .....tL 0 Z1 r::::~ f!>f.o ~~~-.'a B b DISTRIBUTION* I I COPY I I COPY GROUP I NAME e:. LOCATION I SENT GROUP I NAME 6. LOCATION I SENT I (v') I I (v') RECORDS MGT. I f1Rt: tlt.E , I>JNCttbttt\~ v I I FILES (OR Fl RE I I I I FILE IF NONE) I()R$\-.-\iS \\n. R+·Z. I v I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I CALC U LA T 1 0 N 5 H EET sToNE & wEasTER ENGINEERING coRPORATION .1.0./W.O./CALCULATIO NO. REVISION . .t.so,o:s, OJv.-· \f.0.-\5gao,o6 lrtc. o--so • PREPARER /DATE REV I EWER /CHECKER I DATE ' tSi::. QA CATEGORY I CODE CLASS .. Oloj CUI v e_ iO I)e_/<._rfY\1~ ~ .flood +r~J of-~ . ;VI,dd-le.. For-k o/-~ J3ra..e:l-/~ 12:~ -for de-s :JVl 1 ~ a.. da yV\ J S~1 ) I w.:~-y J a rJ d1 l)e.r ..51 o~.A... ~ka;.,VlL{. Darf"-· /. t):SC::;,S _5-/-r-~.//o...v re.t::..o,-.1-.J vJY aHt:t.~J ca,., ~WI a;.._ - Q!DO ::::/900 CL/_s / QICJ ~ JD7D c.{:) / Qs ~ &f.t:,o / ' Oz.. """' S70 / - 198 D-198b QA CATE80RY I CODE CLASS - {!../e. ,AI\ ~d.J I~ r:=;,k. /DD 1' q 1 $'t!..v-.. ~ y~..s ol-·r~c:...ar el J ...s-/-.r-~ Ja.~ ( sl---J:f. Is z s~ D so) USGS !C) 8 D 9ot3 "' e-?-.5 f'U'..k. 111"/.J-1.-..I-~~ 8/ l:,D 9 ~ !) 2 /3.S1 l$3 279 JJ !J 4 740 $5' .l&<3 *I . _.,:~· /A51~ £3 ?~-Sew'\.~ Dt..S .J.y-,j;_,l;i)IA.. : .,- ; o')-X -=--33-1 ~'1' I ~ -;. 1~90 c..t s ./ I ~ . 19,00 e.IJ /./ 100 -- ·. r k:;: j. ·~·~~ ( kr 6== ().,Z: 4 /DO yr rf!!:C....rr-..UL ~~~ .;,J!_ ) _fro-#bit:. 1:3-4 _f<e .. l~-, '2.. I I ' ;b)-Qz. :=. I .::.}:x +-kz..o,o-;.X Q $'-::;. /5~0 ch ../ .___ ______________ -~::::::.L.:t::>::...__--_1 D -ro c !s / OIV-11 CPru. &3o SOUTH-CENTRAL ALASKA 119 ~ ) 15239050 BRADLEY RIVER TRIBUTARY NEAR HOMER f I LOCATION.-ILat 59°46'42", long 150°45'15", in NW'<NE'o sec.Z, T.S S., R.9 W., Kenai Peninsula Borough, Hydrologic Unit 1~050002, on left bank 6.0 mi (9.6 km) upstream from mouth and 27 mi (43 km) east of Homer. ' DRAINAGE AREA.--9.25 mi 2 (23.97 km 2 ). PER(o OF RECORD.--October 1979 to September 1980 • • --Water-stage recorder. Altitude of gage is 2,300 ft (700 m), from topographic map. MARKS. ·Records good except those for Nov. 18 to June 15 and July 19 to Aug. 18, which are poor. Several , observations of water temperature were made during the year. I EXTREMES FOR CURRENT YEAR.--Maximum discharge not determined; minimum daily, about 4.0 ft 3 /s (0.11 m3 /s) Feb. 15 I to Apr. 24. -~ v/Y 19oD- DISCHARGE• IN CIJBIC FEET PE~ SEC0'4D. wUER YEAR OCTOBER 1979 TO SEPTEMBER 1981) '4EAN VALUES DAY 1 2 3 4 5 6 7 8 q 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 21\ 27 ~8 29 30 31 TOTAL 14E.AN 14AX 141N CF'SH IN. AC-F"T OCT 32) 273 167 180 156 107 84 112 232 156 170 114 88 75 80 102 78 63 53 45 42 38 35 32 30 32 27 24 22 5'1 48 3045 98.2 321 22 10.6 12.24 6040 NOV 32 33 35 32 24 24 60 72 57 56 72 57 44 63 56 35 32 30 25 .?5 20 20 20 20 15 15 15 15 15 15 1034 )4.5 72 15 3.73 4.16 2050 DEC 15 15 10 10 10 Ill 10 10 9.0 9.0 9.0 9.0 <l.O 9.0 8.0 a.o a.o 8~0 8.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 264.0 8.52 IS 6.0 .92 1.06 524 JAN 6.0 6.0 6.0 ~>.o 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.0 s.o 5.0 5.0 s.o 5.0 5.0 5.0 5.0 5.0 5.0 5.0 s.o 5.0 5.0 5.0 5.0 s.o 5.0 167.0 5.39 6.0 5.0 .58 .67 331 WTR YR 1980 TOT~l 23342.0 MEAN 63.8 FEB s.o 5.0 s.o s.o 5.0 5.0 s.o s.o s.o s.o s.o s.o s.o 5.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 130.0 4.48 c;.o 4.0 .4tl .52 258 14U 600 MAR 4.0 4o0 4.0 4.0 4.1) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 ' 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.11 4.0 4.0 4.11 4.0 4.0 4.0 124.0 4.01) 4.0 4.0 .43 .so 246 M!N 4o0 APR 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 s.o s.o s.o s.o s.o 5.0 126.0 4.20 5.0 4.0 .45 .51 2SO HAY s.o s.o s.o 5.0 s.o s.o s.o 10 10 10 10 10 10 10 10 10 10 10 10 10 20 20 20 20 20 20 30 30 30 30 30 435.0 14.0 30 5.0 loS 1 ).75 863 CfSM 6.90 JUN 40 40 40 so so 60 70 80 90 80 81 70 70 60 60 62 65 68 75 82 80 78 84 lOS 177 187 163 147 119 102 2535 84.5 187 40 9.14 10.19 5030 IN 93.86 NOTE.--No gage height record Dec. 2 to June 15 and most days July 19 to Aug. 18. JUL 100 100 98 102 144 227 184 163 147 144 ~ 284 273 264 187 187 191 190 191 191 zoo 219 200 180 210 250 250 280 300 199 AUG 184 170 190 138 127 140 150 130 200 500 '600 400 300 180 170 180 156 170 191 163 136 110 107 98 94 92 92 96 96 88 130 SEP 138 lOS 86 70 60 55 52 SJ 78 75 59 57 130 245 26" 245 163 127 lOS 86 84 90 77 70 68 259 236 130 100 86 6~ 20!L-/ ~4ih 5578 180 J-:lliJ 3453 115 264 52 12.4 13.89 6850 98 22.5 25.94 12800 88 19.5 22.43 11060 4C-FT 46300 ( S-IU 19!;? ~,J 1 1181 wy rr:. f' i:> rt) OIVrH f.s-, SOUTH-CENTRAL ALASKA -121 152:39050 BRADLEY RIVER TRIBUTARY NEAR ROHER . r .. ;o.l5800:;e I CAT!ON.--Lat 59.46\'42", long 150.45'15", in NW-l:NE-1: sec.2, T.5 S., R.9 W., Kenai Peninsula Borough, Hydrologic ,.. ·'·Unit: 19050002, on\left bank 6.0 mi {9.6 k.m) ~.~pstream from mouth and 27 mi {43 kill) east of HoliBt'. I : ( . :. ~;;.GE AREA. --9.25 mi 2 (23. 97 km 2 ). "\. • • I ·;rs;<:OD or RECORD.--Octqber 1979 to current yeu. \ GnGE.--Water-stage rec0rdet'. Altitude of gage is 2,300 ft (700 m), from topographic map. \ Several observations of watet' temperature were lllade dut'ing the year. REHARKS.--Records good ~xcept those fot' period of no gage-height record, Oct. 31 to Feb. 17, which at'e poor. ~X!R~S FOR PERIOD OF CORD.--Maximum discharge not determined; lli8Ximum gage height recorded, 7.87 ft (2.399 m) Feb. 24, 1981, backwa er fyom snow; minimum discharge recorded, 3.6 ft'/a (0.10 m1 /s) Apr. 17, 1981, but may have been less during period of no gage-height record in December 1980. EXTREMES FOR CURRENT YEA .--Maximum discharge, ~t'/s (17.2 m'/a) Ju1;a15, gage height, 7. 78ft (2.371 Ill); maximum gage height, ~!~!! {2.399 Ill) Feb. ~ackwater frOill snow; nimum discharge recorded, 3.6 ft'/s (0.102 lliJ/s) Apr. 17,~y have been less during period of no gage-height record in December. Y/Y t1BI OA'f OCT l 92 2 78 3 68 4 57 5 53 6 57 7 59 a 53 9 45 10 42 1' • 36 33 DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1980 TO SEPTEMBER 1981 MEAN VALUES NOV DEC JAN FEB MAR APR HAY JUN JUL 16 5.0 20 20 13 4.2 5.1 78 127 15 5.0 15 15 6.4 4.2 4.8 73 117 14 5.0 10 15 5.1 4.2 4.8 63 114 13 5.0 10 15 5.0 4.2 5.4 57 119 12 5.0 15 20 5.0 4.2 S.6 57 114 11 s.o 20 1S 4.8 4.1 7.1 53 119 10 5.0 15 15 4.6 4.1 12 so 122 10 5.0 10 10 5.4 4.1 25 53 124 9.0 5.0 10 10 4.6 4.1 16 50 170 9.0 5.0 20 9.0 4.8 4.2 20 53 294 8.0 5.0 15 . 8.0 7.6 4.1 20 53 241 8.0 5.0 15 7.0 10 4.1 20 59 180 AUG SEP 207 110 255 105 207 102 199 124 195 133 219 160 232 167 326 133 289 117 250 107 241 92 264 84 ( ., ·--~ ~--_·\ 31 7.0 5.0 20 6.0 11 4.1 17 66 160 232 75 ' ':::-.:~--= -; 4 52 7.0 5.0 25 5.2 4.8 4.1 19 72 207 y/ 160 71 86 15 57 7.0 5.0 20 5.2 4.4 4.1 19 70 429 163 -16 42 7.0 5.0 25 5.2 19 4.1 21 72 401 -170 127 li 33 6.0 4.0 28 5.2 13 3.9 24 80 268 156 160 18 43 6.0 4.0 25 5.1 34 4.1 2S 92 236 147 141 19 47 6.0 4.0 20 5.1 7.1 4.1 33 112 223 136 136 20 37 6.0 4.0 15 5.1 4.8 4.1 30 133 223 147 119 21 45 6.0 4.0 15 4.9 4.8 4.1 23 133 215 156 102 22 136 6.0 4.0 20 4.9 4.6 4.6 20 136 199 138 90 23 82 6.0 4.0 20 4.9 4.4 4.4 20 133 232 127 75 24 86 6.0 4.0 15 10 4.4 4.2 19 130 344 114 66 25 52 5.0 4.0 15 10 4.4 4.4 23 127 338 119 59 26 39 5.0 4.0 10 6.6 4.2 4.2 31 141 250 141 52 27 31 5.0 4.0 10 5.6 4.4 4.6 41 163 232 156 49 28 26 5.0 4.0 10 13 4.2 4.6 42 139 191 147 44 29 23 5.0 4.0 15 4.2 5.1 so 124 191 138 41 30 20 5.0 7.0 20 4.2 5.1 80 133 184 133 37 31 18 10 25 4.2 73 . 170 117 157 3 241.0 149.0 528 261.0 222.4 127.7 755.8 2755 6534 .. , 5681 2964 ... ..Z:.-\N 50.7 8.03 4.81 17.0 9.32 7.17 4.26 24.4 91.8 ~· 183 98.8 ' MAX 136 16 10 28 20 34 5.1 80 163 . 29 326 167 MIN 18 5.0 4.0 10 4.9 4.2 3.9 4.8 50 114 114 37 CFS11 5.48 .87 .52 1.84 1.01 .78 .46 2.64 9.92 22.8 19.8 10.7 IN. 6.33 . 97 .60 2.12 1. 05 .89 .51 3.04 11.08 26.27 22.84 11.92 AC-FT 3120 478 296 1050 518 441 253 1SOO 5460 12960 11270 5880 CAL YR 1980 TOTAL 20962.0 MEAN 57.3 MAX 600 MIN 4.0 CFSM 6.20 IN 84.29 AC·FT 41580 I W'l'RYR 1981 TOTAL 21791.9 MEAN 59.7 MAX 429 MIN 3.9 CFSM 6.45 IN 87.63 AC-FT 43220 ~ j ~-/ ""' -----·~__.....III.__.A_WO?-Wtl M 41 •~--..... ----... O .. Ql'\'110'1 ,. ...... ··----........ "'."''"'···! ""·"-· , ON.-H .. (J.G 104 SOUTH-CENTRAL ALASKA 15239050 BRADLEY RIVER TRIBUTARY NEAR HOMER LOCATION.--Lat 59"46'42", long 150"45'15", in NW\;NE\; sec.2, T.5 S., R.9 W., Kenai Peninsula Borough, llydr.,logic ~ Unit 19050002, on left bank 6.0 mi (9.6 km) upstream from mouth and 27 mi (43 km) east of Hon..,r. DRAINAGE AREA'.--9.25 mi2 (23.97 km%). PERIOD Of HEC(\RD. --October 1979 to current ye.u. GAGE.--Wate -seage recorder. Altitude of gage is 2,300 ft (700 m), from topographic map. REHARKS.--Reco good except those for Oct. 26 to Mar. 23, which are fair. Several observations of water temperature w e made during the year. EXTREMES fOR PER OF RECORD.--Maximum discharge reco7ded, 908 ft'/s (25.7 mlfs) July 11, 1980, gage height, 8.05 ft (2.454 m), but probably was more during per1od of no gage-height record, Aug. 10-12, 1980, maximum gage height recorded, 9.57 ft (2.917 m) Feb. 4, 1982, backwater from snow: minimum discharge recorded, 3.3 ft'/s (0.093 m1 /s) Apr. 17, 1982, gage height, 5.67 ft (1.728 m), but may have been less during period of no gage-height record in December 1980. EXTREMES fOR CURRENT YEAR.--Maximum discharge, 857 ftl/s (24.3 ml/s) Sept. 15, gage height, 8.01 ft (2.441 m); maximum gage height, 9.57 ft (2.917 m) Feb. 4, oackwater from snow; minimum discharge, 3.3 ftl/s (0.093 m'/s) Apr. 17, gage height, 5.67 (1.728 m). Peak discharges above base of 300 ft 3 /s (8.5 m3 /s) for the period of daily record were computed and are shown below. Annual maximums (*) arc also shown below. Oate Time Discharge (ft'/s) (ml/s) Gage height (ft) (m) Date Time Discharge (ft'/s) (m'/s) Gage height (ft) (ml Oct. 1, 1979 1300 450 12.7 Oct. 2, 1979 1600 429 12.1 July 6, 1980 0200 310 8.78 ~-J~ul~y~~1l~·~ll*9~80~~=~20~0~----~9~Q8 25.7 Aug. ll, llllll Unknown *Unknown Sept. 15, 1980 1100 408 11.6 Sept. 26, 1980 1530 698. 19.8 Feb. 24, 1981 2330 July 10, 1981 1930 ice jam 457 12.9 7.59 2.313 7.56 2.304 7.37 2.246 8.05 2.454 *Unknown 7.53 2.295 7.87 2.399 *7 .87 2. 399 7.60 2.316 July July Aug. Aug. Jan. Feb. Sept. Sept. Sept. 15, 1981 24, 1981 8, 1981 12, 1981 28, 1982 4, 1982 5, 1982 15, 1982 21, 1982 2200 2330 1700 2300 0800 0700 2330 1900 0930 *609 497 465 310 ice ice 529 *857 321 17.2 14.1 13.2 8. 78 jam iam .15. 0 24.3 9. 09 7.78 7.63 7.58 7.28 7.65 *9.57 7.69 8.01 7.39 DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1981 TO SEPTEMBER 1982 MEAN VALUES DAY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2.~ 25 26 27 28 29 30 31 TOTAL MEAN MAX tUN CFSM IN. AC-FT OCT 34 32 31 29 28 27 25 25 22 22 23 25 27 27 27 26 24 23 22 20 49 59 105 92 68 52 so 45 45 40 40 1164 37.5 105 20 4.05 4.68 2310 NOV 40 35 35 35 35 35 35 35 50 90 80 so 30 24 21 20 18 17 17 17 16 15 15 20 30 50 40 36 30 25 996 33.2 90 15 3.59 4.01 1980 DEC 20 20 15 15 15 13 11 10 10 10 11 15 20 15 15 20 30 20 15 12 10 10 9.0 9.0 a. 5 8.5 8.5 7.9 7.6 7.6 7.6 406.2 13.1 30 7.6 1.42 1.63 806 JAN 7.6 7.3 7.1 7.1 6.8 7.0 7.0 7.0 6.8 6.8 6.6 6.6 6.6 6.5 6.5 6.5 6.8 6.6 6.1 5.8 7.0 8.0 7.3 6. 3 6.3 5.8 7 .o 8.0 10 11 11 222.8 7.19 11 5.8 .?8 .90 442 FEB 12 13 15 30 20 12 10 9.6 9.6 9.6 8.6 7.9 7. 1 7.0 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 259.4 9.26 30 6.0 1.00 1. 04 515 MAR 6.0 5.5 5.5 5.5 5.5 5.5 5.6 5.3 5.2 5.1 4.9 4.9 4.9 4.5 4.0 4.0 3.7 3.7 6.0 10 8.0 6.0 4.8 4.2 4.2 4.2 4.1 4.1 3.9 3.9 3.7 156.4 5.05 10 3.7 .55 .63 310 APR 3.7 3.7 3.7 3.7 3.7 3.7 3.7 3. 7 3.7 3.7 3.7 3.7 3.6 3.6 3.6 3.6 3.6 3.7 3.6 3.6 3.6 3. 7 3.7 3.8 4.0 4.1 3.9 3.9 4.1 4.1 112.2 3.74 4.1 3.6 .40 .45 223 MAY 3.9 3.9 3.9 3.7 3. 7 3.9 4.4 4.8 9.0 9.6 7.6 6.1 5.6 5.6 5.6 5.8 6.6 6.8 6.6 6.8 6.6 7. 9 8.3 7.6 10 12 10 11 13 17 28 245.3 7.91 28 3.7 .86 .99 487 JUN 29 26 26 29 43 52 55 so 71 96 71 53 57 39 35 35 38 42 49 52 59 68 90 92 100 102 124 180 144 110 2017 67.2 180 26 7.27 8.11 4000 JUL 105 88 75 68 70 78 141 138 147 130 122 124 130 122 127 153 136 112 133 167 184 180 211 203 199 180 180 184 195 207 173 4~ ( 144) 211 68 15.6 17.94 8850 CAL YR 1981 TOTAL 22395.1 MEAN 61.4 MAX 429 MIN 3.9 CFSM 6.64 IN 90.05 AC-FT 44420 WTR YR 1982 TOTAL 17623.3 MEAN 48.3 MAX 419 MIN 3.6 CFSM 5.22 IN 70.87 AC-FT 34960 a AUG 153 144 136 124 122 114 112 110 107 102 100 98 100 112 112 105 100 90 88 86 86 98 133 c30 117 102 105 105 138 141 122 3492 113> ··rnJ 86 12.2 14.04 6930 2. 17: 2. J~l. 2. 1! ,, 2w 2lfJ 2.) 1:' 2. ')I I 2. v.:. 2. '•'~: ~.2'i: SP.P 105 38 78 70 221 23/ 130 100 84 80 73 65 127 147 419 -375 195 203 177 138 236 144 114 8;' 75 63 60 51 56 4090 136 419 56 14.7 16.45 8110 'Y I j ~(_ ,: ....... \_', t t l • t ( , .. r-~· ! ! .. -•. -~--- uD-l58C0,08) I / II' OtV.-H ChLC _·QJO p. 7- SOUTH-CENTRAL ALASKA 15239050 BRADLEY RIVER TRIBUTARY NEAR HOMER LOCATION.--Lat 59°46'42", iong 150"45'15", in NW-\:tlE-1; sec.2, T.5 S., R.9 W., Kenai Peninsula Borough, Hydrologic Unit 19050002, on 1ef~bank 6.0 mi upstream from mouth and 27 mi cast of Homer. ; I ·.DRAINAGE AREA.--9.25 mi>. PERIOD OF REC~-;:C~tobcr 1979 to current year. GAGE.--Water-stag~ecordcr. Altitude of gage is 2,300 ft, from topographic map. 91 REMARKS.--Records good except those for Oct. 6 to May 15, which arc fair. Several observations of water temperature were made during the year. EXTREMES FOR PERIOO OF RECORD.--Maximum discharge recorded, 908 ft 3 /s July 11, 1980, gage height, 8.05 ft, but probably was more during period of no gage-height record, Aug. 10-12, 1980, maximum gage height recorded, 10.28 ft Dec. 26, 1982, backwater from snow; minimum daily discharge, about 2.8 ft 3 /s Mar. 8-19, 1983. EXTREMES FOR CURRENT YEAR.--Maximum discharge, 279 ft 3 /s Aug. 8, gage height, 7.28 ft; maximum gage height, 10.28 ft above~f 300 ft'/s; minimum daily discharge, about 2.8 ft 3 /s Mar. 8-19. Dec. 26, backwater from snow, no peak DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1982 TO SEPTEMBER 1983 ~~y !~8>3 MEAN VALUES DAY OCT NOV DEC JAN FEB MAR APR HAY JUN JUL AUG SEP 1 53 11 6.6 6.3 4.2 3.0 3.2 4.0 84 144 122 74 2 48 11 6.3 6.0 4.2 3.0 3.2 4.0 59 130 122 70 3 43 11 6.0 5.6 4.2 3.0 3.2 4.0 49 120 138 72 4 38 ll 5.5 5.4 4.2 3.0 3.2 4.5 44 125 147 70 5 36 10 5.0 5.4 4.2 3.0 3.0 4.5 42 127 189 62 6 33 10 4.5 5.4 4.0 3.0 3.0 4.5 49 125 159 54 7 30 9.9 4.8 5.2 4.0 3.0 3.0 4.5 62 127 186 49 8 29 9.6 5.0 5.2 4.0 2.8 3.0 5.0 68 147 245 47 9 27 9.6 5.0 5.0 4.0 2.8 3.0 5.0 70 147 """l"7'!;-" 44 10 25 10 5.8 5.0 4.0 2.8 3.0 5.0 70 132 135 42 11 23 15 6.0 4.8 3.5 2.8 3.0 6.0 68 117 118 40 12 29 20 6.0 4.8 3.5 2.8 3.0 7 .o 74 110 106 39 13 26 25 6.0 4.8 3.5 2.8 3.0 8.0 78 123 100 42 14 26 15 5.8 4.8 3.5 2.8 3.0 9.0 78 141 94 44 '· .5 24 11 5.8 4.6 3.5 2.8 3.0 10 80 144 88 38 >''16 23 8.7 5.6 4.6 3.0 2.8 3.0 12 70 147 82 34 17 22 7.0 5.6 4.6 3.0 2.8 3.0 14 72 156 88 JO 18 20 6.0 5.6 4.4 3.0 2.8 3.0 14 102 138 96 30 19 19 6.0 5.6 4.4 3.0 2.8 3.0 14 112 127 96 38 20 18 6.0 5.6 4.4 3.0 3.0 3.0 16 106 127 90 60 21 17 6.0 5.6 4.2 3.2 3.0 3~0 17 100 133 90 62 22 17 7.0 5.6 4.2 3.2 3.0 3.2 18 104 122 92 62 23 15 7 .o 5.6 4.2 3.2 3.0 3.2-18 122 112 88 54 24 15 7.0 5.6 4.2 3.2 3.0 3. 4 17 132 110 84 47 25 15 7.5 7.2 4.2 3.0 3.0 3.4 17 130 120 80 38 26 13 7.5 10 4.0 3.0 3.0 3.4 18 132 130 76 36 27 13 7.5 15 4.0 3.0 3.0 3.4 17 130 122 78 34 28 11 7.2 50 4.0 3.0 3.0 3.8 18 130 122 82 32 30 11 6.9 15 4.0 3.0 3.8 70 153 118 84 57 31 11 9.3 4.0 3.2 86 118 82 TOTAL 741 293.3 261.0 145.7 98.3 90.8 95.2 490.0 2729 ~ 3493 1443 MEAN 23.9 9.78 8.42 4.70 3.51 2.93 3.17 15.8 91.0 28 113 48.1 MAX 53 25 50. 6.3 4.2 3.2 3.8 86 159 . 6 245 74 MIN 11 6.0 4.5 4.0 3.0 2.8 3.0 4.0 42 110 76 30 CFSM 2.58 1. 06 .91 .51 .38 .32 .34 1. 71 9.84 lJ. 8 12. 2 5.20 IN. 2.98 1. 18 1.05 . 59 .40 .37 . 38 l. 97 IO.H 16.02 14.05 5.30 AC-IT 14 7() 582 518 289 195 180 189 972 5410 7900 6930 2860 CAL YR 1982 TOTAL 16352.4 MEAN 44.8 MAX 419 MUI 3.6 CFSM 4. 84 IN 65.76 AC-FT 32430 WTR YR 1983 TOTAL 13863.3 MEAN 38.0 MAX 245 Mitl 2.8 CFSH 4.11 IN 55.75 AC-FT 27500 ___../ ""·-··· , ...... -~ ___ ,., ... __ .~...---, -~---" -. "';..- '-...:' .. :··.' t DIV.-1:-J CA.LC.030 r.a SOUTH-CENTRAL ALASKA 15239050 BRADLEY RIVER TRIBUTARY NEAR HOMER '!,.OCATION.--Lac 59'46'42", long 150.45'15", in MNE\ sec:.2, T.5 S., R.9 W., Kenai Peninsula Borough, Hydrologic: Unit 19050002, on left bank 6.0 mi upstream from •outh and 27 mi east of. Ho•er. DRAINAGE AREA.--9.25 mi 1 • PERIOD OF RECORD.--October 1979 to current year. GAGE,--Water-stage recorder. Altitude of gage is 2,300 ft, fro• topographic: ••P• REMARKS.--Records good except those above 150 ft 1 /s, which are fair, and those for Nov. 20 to Mar. 11, which are poor. Several observations of water te•perature were aade during the year. AVERAGE DlSCHARG£.--5 years, 51.3 ft 1 /a, 75.31 in/yr, 37,170 acre-ft/yr. EXTREMES FOR PERIOD OF RECORD.--Maximua discharge recorded, 9~ft•/s July 11, 1980, gage height, 8.05 ft, but probably was more during period of no gage-height record,-xug. 10-12, 1980; maximu• gage height recorded, 10.28 ft Dec. 26, 1982, backwater fro• snow; ainiaum daily discharge, about 2.8 ft 1 /s Mar. 8-19, 1983. EXTREMES FOR CURRENT YEAR.--Peak discharges above base of 300 ft•/s and •axi•u• (*): Dischar'e Gafe height Dischar'e Gage height Date Time (ft 1 /s ftl Date Tiae (ft 1 /s (ft} jan. 12 2400 (a} *9.60 Aug. 19 1430 ~ 7.90 June 25 1430 324 7.37 Aug. 25 1030 7.38 a Backwater fro• snow b From rating curve extended above 240 ft•/s Minimum daily discharge, about 3.4 ft•/s Feb. 27 to Mar. 3. II"''Y ;CJ 01 DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1983 TO SEPTEMBER 1984 MEAN VALUES DAY OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP 1 47 12 18 5.8 4.4 3.4 3.8 4.7 20 149 130. 62 2 41 12 10 5.8 4.4 3.4 3.8 4.5 27 127 141 57 3 38 14 9.8 5.8 4.4 3.4 3.8 4.5 33 120 152 57 4 34 15 9.6 5.8 4.4 3.6 3.8 4.4 38 127 178 55 5 31 15 9.4 5.8 4.2 4.0 3.8 4.4 40 152 189 53 6 29 13 9.2 5.8 4.2 4.0 3.8 4.5 37 162 168 50 7 27 16 9.0 5.4 4.2 4.0 3.8 4.7 40 165 155 so 8 27 35 8.5 5.4 4.0 4.5 3.8 5.3 45 162 146 60 9 33 16 8.0 5.4 4.0 5.0 3.8 6.0 47 162 149 65 10 43 29 8.0 6.0 4.0 8.0 3.6 7.4 49 149 141 65 II 65 20 7.5 10 4.0 6.0 3.6 8.0 47 149 146 62 12 51 15 7.5 15 3.8 5.3 3.8 9.0 so. 149 144 57 1l 43 13 7.0 11 3.8 4.9 3.8 9.3 65 135 135 63 14 38 14 7.0 8.0 .3.8 4.9 3.8 9.8 68 132 125 158 15 35 13 7.0 6.0 3.8 4.7 3.8 9.8 63 127 122 207 16 34 12 6.5 5.8 3.8 4.5 3.8 9.5 62 130 125 133 17 33 12 6.5 5.8 3.8 4.4 3.8 10 58 130 132 102 IS 30 11 6.5 5.8 3.8 4.4 3.8 12 63 135 192 96 I? Nl 28 11 6.5 5.6 3.6 4.4 3.8 14 67 138 .i&AlL 94 26 10 6.5 '5 .4 3.6 4.4 3.8 15 70 138 281 78 H 25 15 6.2 5.4 3.6 4.2 3.8 16 82 149 216 65 n :\ 25 20 6.2 s.o 3.6 4.2 4.0 16 94 165 245 57 22 16 6.2 4.8 3.6 4.2 3.8 18 110 165 194 53 '" ~2 6.2 4.6 3.6 4.2 3.8 18 152 146 208 62 18 10 6.2 4.6 3.6 4.2 3.8 18 231 130 263 79 ;~ 125 190 63 18 10 6.0 4.6 3.6 4.0 4.0 17 208 ,, 16 10 6.0 4.6 3.4 4.0 4.2 16 162 120 136 ss :t; 16 45 6.0 4.6 3.4 4.0 4.9 17 144 115 108 67 l() 14 110 6.0 4.6 3.4 s.o 4,9 20 178 112 94 84 II 14 30 6.0 4.6 4.0 4.7 20 185 115 79 96 12 6.0 4.6 4.0 18 125 70 :ilf41, 933 ~14' 2305 ~ 586 235.0 187.4 111.8 137.2 117.5 350.8 2535 4305 30.1 19.5 7.58 6.05 3.86 4.43 3.92· 11.3 84.5 /{39/ '168 76.8 ~:. 65 110 18 15 4.4 8.0 4.9 20 231 l1i5 '-460 207 '"" 12 10 6.0 4.6 3.4 3.4 3.6 4.4 20 112 70 so ·•. 3.25 2.11 .82 .65 .42 .48 .42 1.22 9.14 15.0 18.2 8.30 .. " ~ r"!' 3.75 2.36 .94 .75 .45 .55 .47 1.41 10.19 17.31 20.97 9.27 1850 1160 466 372 222 272 233 696 5030 8540 10340 4570 ~ ~ 1983 TOTAL 14322.0 MEAN 39.2 MAX 245 MIN 2.8 CFSH 4.24 IN 57.59 AC-FT 28410 1984 TOTAL IN 68.43 AC-FT 33750 17017.7 MEAN 46.5 MAX 460 MIN 3.4 CFSH 5.03 ~ as-WY ~ Q -=s(o9 6tf 7·1Z J ~ CA; ... ~ ..J.;-f .;->-t-.J/ 1-?.--r Sf 1 11 tA s s -t..JI!. D - A5010 64 IFRONTI J, 0. OR W.O. NO. I5"8D0· 0<:5 STONE E". WEBSTER ENGINEERING CORPORATION CALCLtLATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE CALCULATION IDENTIFICATION NUMBER DIVISION S. GROUP CURRENT CALC. NO. 03/ OPTIONAL TASK CODE * APPROVALS-SIGNATURE 6. DATE REV. NO. OPTIONAL WORK PACKAGE NO. SUPERSEDES CONFIRMATION N E E OR NEW PRE PARER (S)/OATE(S) REVIEWER(S)/OATE (S) k~v~~W~~(:)JDATE(S) CALC NO. *CALC.NO. *REQUIRED(..;) OR REV. NO. YES NO GROUP RECORDS MGT. FILES (OR Fl RE FILE IF NONE) DISTRIBUTION* II II COPY NAME & LOCATION SENT I I (v') :rrree·ftLE-P\~~ v ldRI&.-\foa~tr.Rt.z I ~ I I I I I I I I I I I I I I I l GROUP 0 I I I I I I I I I I I I I I I j I COPY NAME S. LOCATION I SENT I h/) I I I I I I I I I I . ---· - CALCULATION SHEET ·.~;061 01 v -11 STONE & WEBSTER ENGINEERING CORPORATION J.O.IW.O.ICALCULATION NO. ;s-Soa. D ltEVISION PA81! .f- Zo / SUBJECT I TITLE . l\1,..lJ I~ ,:::; ~"' lc_ QA CATEGORY I CODE CLASS v' /'_ L, Q,,vt~ -= S"OO :ro~ ,#J,cJJ le ;::;,-, .ft.tr~.. Co-!'~ lc . Q ,01-/lf-:: .S9 b 0 ~ ,..., STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .1.0./W.O./ CALCULATION NO IIIEVISION ... so1o.s1 D l v. -r\ /.sfJOO. oe, (ffl.C. 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M 0 ,..... v ~ 0 ,..... ,..... :r: ,... • ::> -a.,.. 00 ,.. 0 . 0 0 (:,/) ln "" - .0 ~" 1.6 7. 4·3 0 .01 18 7.5 0 .01 20 7.5 (I .01 21 7.5 (I .01 21.5 7.1 0 • 01 22 7.5 0 • 01 23 7.49 0 .01 23.5 7.68 0 • 01 24 . 7. 48 0 • 01 MEAN DAILY DISCHARGE 223.224 FT3/S BRADLEY R TRIB NR HOMER -15239050 -1982 WY SEP 15 TIME 0 6 9 12 14 16 t 18 1:3.5 19 19.5 20.5 22 24 GHT 7 7.06 7.25 7.::::::: 7.6 7.82 7.89 7.87 7.99 7.86 7.9 7.75 7.76 DC PC 0 .02 0 .02 (I .02 (l .02 0 o·-, . ..:.. 0 .02 0 .02 0 o·-.. . ..... 0 .02 0 .02 0 .02 0 o·-.. . ..... 0 .02 ~ MEAN DAILY DISCHARGE 418.505 FT3/S • • r'"''. ) ; . _J ~ / 1 ~./ .,. /;,,._"::.-. .. ) ~ 7.44 0 ~:~5<) .. 4 7.51 0 3S'J:~ 7.51 0 ~:·~)4 7.51 0 3·~111- 7. 11 .01 19::) 7.51 0 ::::'~) .. l 7.5 0 3:37 7, tSI 0 !52'::1 • oc 7.49 0 3:::(1. 9 GHT·' SHIFT G! 7.Q2 .02 lt.t: .• 6 7.08 .01 1!::::3. e. 7.27 0 -2~5'3''. 2 7.4 (l :32(. 7.62 0 47:~: 7.:::4 0 1;..1;_.7. ::! 7.91 0 7·~0-~i 7.89 0 7 :L ::::. :::: e:. ()t (I E:~5(: •• ·? 7.:::8 0 70::=:. 6 7. ·~2 0 7!"52 7.77 0 600 7.78 0 ~:·09 :, ., .. ........ _ .... ...., .,. ., ' ! ' ' ' . 239050 S!:O ON GAG5 EIGHT FeET) 5.40 5.50 5.60 5.70 5.80 5. :t c 6.00 6.10 6.20 6.30 6. 4 0 6.50 6.60 6.70 6.80 6.90 7.00 7.10 7.20 7.30 7.40 7.50 7.60 7.70 7 ,;: .~ • -v 7. 90 8.00 8.10 T.O. \5800.06 Dl\1-l-\ ~xP~Not:D RATING TAcLE PROCESS DAT5: 31-0CT-85 15:37 ~LK CALC .03( R~TIN·:; NO 2.0 PAB'b 10 TYPE LOG [OFFSET=( 5.6C, 4.60)] . . . . . . . 3radley River Trib n~ar Homer, AK fv•u J.J. { ~ ~ r{(._ 8 r.....l l ;::y ). DISCHARGE MEASUREMENTS, NOS ••••••••' ANu •••••••• ,AND IS •••••• WELL J~FINEO BETWEEN COMP 6Y ••••• DATE •••••••• CKD. BY ••••• OAT= •••••••• • • •. •. ~NO • •. • • • C F S RATING TO BE USED STARTI~G AT: 10/01/82 (0030) .00 .600* 2.40* 4.CG* c:.OO* 9.0C* 12.010' 1 7. 0* 24.0• 32.0* 4 2. 0* 54.0* 70.0* 90.0* 110.0• 135.0• 165.C* 200.0* 240.0* 290.0• 340.0* 400.0• 470.0* 550.0* 64G.C• 740.0• 850.0• \ 970.0* • 01 .694 2. 53 4.17 6.26 9.27 1 2. 4 1 7. 6 24.7 32.9 43.1 55.5 71 • 8 91 • 9 11 2. 3 137.8 168.3 203.7 244.7 294.7 345.7 406.6 477.6 558.5 64 9. 5 7SG.5 8o 1 • s DISCHARGE IN CUBIC FEET PER SECOND .02 .03 .04 .801 2.67 4.35 6.52 9. 55 12. 9 18.2 25.5 33.8 44.2 56.9 73.7 93.8 114.7 140.6 171.6 207.5 249.4 299.5 351.4 413.3 455.2 56 7.1 6 59. 1 7 61 • 1 873.0 .924 2. 31 4.53 6.80 9.83 1 3. 4 1 8. 9 26.2 34.8 45.4 56.5 75.6 95.7 11 7. 1 143.5 174.9 211.4 254.2 304.4 357.2 420.1 493.0 575.9 668.8 771.8 864.7 .000* 1. 06 2.96 4.72 7.08 1 0. 1 1 3. 8 19.6 27.0 35.7 46.5 60.0 77.5 97.6 11 9. 5 146 • .:. 178.4 215.3 2 s 9.1 309.3 363.1 426.9 500.8 584.7 678.6 7!32.:> 896.5 .OS • 100 1. 22 3 .. 1 2 4.92 7.38 10.4 1 4 • 3 20.3 27.8 36.7 47.7 61.6 79.5 99.6 122.0 1 49. 4 1 81. 8 219.3 264.1 314.2 369.0 433.9 508.8 593.7 638.6 793.5 91)3.5 (EXPANDED PRECISION) .06 .07 .200 1.40 3.28 5. 1 2 7.6c 1 0. 7 14. 8 21. 0 28.6 37.7 48.9 . 63. 2 81.5 1 01. 6 1 2 4. 5 1 52. 4 185.4 223.3 269.1 319.3 375.1 440.9 516.8 602.7 693.6 804.6 920.5 .300 1. 61 3.45 5.33 8.00 1 1 • 0 15.4 21 • 7 29.4 3a.s 50 .. 1 64.a 83.6 103.7 127.1 1 55. 5 183.9 227.4 274.2 324.4 3 81. 2 443.1 525.0 611 • 9 708 •. s 81 5. 7 932.7 .oa .400 1. 84 3.63 5.55 8 1:? . -... 1 1 • 3 1 5. 9 22.4 30.3 39.8 51 • 4 66.5 85.7 105.8 1 29. 7 1sa.6 192.o 2 31 • 5 279.4 329.5 387.4 455.3 533.2 6 21 .1 71 0. 1 82.7.0 945.0 .09 .soo 2.10 3 • 8 1 5.77 3.65 11 • 7 16.4 23.2 31.1 40.=1 52.7 68.2 87.8 107.9 132.3 161. g 196.3 235.7 284.7 334.7 393.7 462.6 5 41. 5 630.5 729.5 833.5 ¥57.4 DIFF I~ C PeR TENTH GH 1.80 1 • c 0 2.00 3.00 3.0 5.C l.G a.o 10.0 12.0 16.0 20.0 20.0 25.0 30.0 35.0. 40.0 so.o 50.0 eO.C 70.0 ao.o 90.0 100.0 110.0 120.0 ' • • • .. ( < ( • • • • • • ~ • • j JO. 15800.06 I D\V.-H 3 ,- 30 2 )- --.., c:-·-0 -zo oo 2 -o ~-r- o_w oC> WO:: 0::<{ a_ I a:::o I~ lOO ). 1.::: 0- 5- r- r- r- r- - t- t- 1- r- r- 1- r- ..... _-- ~ ..-..::-. NOTE: ELEVATIONS SHOWN ARE OH · Pflo.JECT DA11JM I MEAN SEA LEVEL DATUM • PROJECT ' DATUM PUJS 4.02 FT. INFORMATION SHOWN ON THIS DRAWING DF.VELOPEO BY CORPS OF ENGINEERS I I I 1\ I ,,--> ts-=·-7-v"'/ ---· / ""-J / v / f-" ~ L 'll'l'i ~ ,l1 -.-.; =-· 2 3 4 5 6 (~ [~ \ I \ I \ \ J I\ I \ I 1 _\ I \ \ J I \ I \ V /o.-J ~ \ I r-, \ I~ / ~I ''\ (/ ~--/ 5.:! v/ -tz -. (_ 1.. 1.- .:::::.-~· 1.1f (f1LC. 0)1 PAGG II PROBABLE MAX. FLOOD INFLOW (31~300CFS I I SPILLWAY DESIGN DISCHARGE(22. 700CFS) • \ MAX .. WATER SURFACE EL~V. (1190.6 FT.) ', '\ ' r----. ........_" -""' ~ '"--r-----. ' -r------!-- . ' r"-......._ "----... r--___ I Ref. 2 fP!'lr1 EXHIE:; \5 1 PLAiE 'J F · Pr~t: u r1m hF~ ~ S·J PPORTHJ G Dt:Sl t';-~J . ~~ t PORT r: i Vo 1-. ., A rr u r f\!iiJ f.J r:-o R Ll c t:JJ)E: •· 0Rf\DI.J:Y Lf\r!C H YOR Of:Lt:.C:TR il 1195 PROJBcT ..-.... 1-w w 1190 lL .._, z 1185 2 ~ w __J 1180 w ~ ---(I r--PRE,.PITATIOi - 7 8 9 10 I I 12 i3 14 15 DURATION (DAYS) ' PROBABLE MAXIMUM AND SPILLWAY DESIGN FLOODS ·.p : ,· \; ~ : ' STONE E:. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE &5010.64 !FRONn CLIENT S. PROJECT At.~ ... p~ .(...-N. -~ / S--t_,t.f~.t ~--~ fht:f,t' CALCULATION TITLE (Indicative ofthec,t5bjective): 7A,.u,A~ W4W. Pd"'J..c .. b t:n'f d-e~~ CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE # 15800-0 H 04-5 *APPROVALS-SIGNATURES. DATE REV. NO. OR NEW PAGE 1 OF 2.G QA CATEGORY (V) 0 I-NUCLEAR SAFETY RELATED OII om E( /:iYD~Q OTHER OPTIONAL WORK PACKAGE NO. SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (v') REVIEWER(S)/DATE (S) INDEPENDENT PREPARER(S)/DATE (S) REV I EWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO y. c. ckA;. .IIM0rnr ~ 0 ./ f-c.c('l' ~B ;(:.Jtl'i ~~~MdTH'f }\ UG-~ Y.c.~ \ 0 ./ ~~ J'·C·~ ,f(.{/!1111.. • .J~, I fti' DISTRIBUTION* I I COPY I I COPY GROUP I NAME E. LOCATION I SENT GROUP I NAME S. LOCATION I SENT I (y') I I (V) RECORDS MGT. : \1Rto hu;-f'\Nt~~-r v ~ ~·I v) I I FILES (OR Fl RE I I FILE IF NONE) IORI&.-'JoB \3t\. R4-·2. I ./ RE r-s.l.;;; I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! ! I ~ -, 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 ,:-:-: 20 ' ·'~. ' 21 .,., 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 r 42 '...~ 43 44 45 46 &5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION ei GROUP CALCULATION NO. OPTIONAL TASK CODE # 15800.08 H 04-5 /a./1/.t f f!/h-.-/e .... /J ~ J.. ?MAf'~ 3 / 'Z.. 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I PAGEl±. # 15800.68 -----REVlSION 1 Cf\LC.UlY\TIO~ I~Dey PAG-E CI\L~\Jl f-\TION Sl)r\Mf\R.Y ( ~EV. t) \3 C~1..euu~ noN INDEX ( l(sv ·I ) t 4- C.Hf\~ee) l~ f"\Ei\"\OC/P...SSU\"\?Tl0t.JS 0\JE"R 11\E ?f\S>T YEA~ 15 (1attoo OF C'f\LCVl~ilNG-WfWrE ~/1(8 ON ntt fOuJEYtliOU5c 17 fltvP\l_ ~OW~\JSG"' loACtt\JCr Dt~~P\r\ 2.3 M~rtoRf\t.JDUl"\ ~on SWEC ~S"TDN GR,ouP eotv~~IAJ&"'TrtE At.JPrLY51S 2.+ LO/"\MCNT ffiOt\ fERC. ()oMO oF CO~.sot:rl'\tJU C:Ot-.!CE"R~I~e 'T\1t M"lY5/.S '2.6 I ( :\ - 2 3 4 ' 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 .".':..• 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4!5 46 A5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 15 # 15800.68 H # 0 4 5)Rev.l ( l) foRM~L'f 1 TSU1J"'MI HAzA~D AT ()ot'M THE'" r[),(X)7 ftNIJ O·CtV+ P"OI)A~ lllTY L8JEL 1/Jetrf:-f.>E1 N& 1 NUEST/G-hf"ED. fu ft11teR COAJ- SIOERfTliOtV WAS /1110t ONlY OF THt; 0,(XJ7 Lsl/EL } SfNCG' T1tF c?.0001-CtOt: LOI\5 COllSIDER.ED TOO ReflOTF R>~ DESt(JAJ. \He tERC. \)oAf\0 fJr CbJJ$\JlTAm) C.OU(\)~~ED WtTli TH15 OECtSlON ( ~t:e PAG€ ~~ foR A c;opy OF iHt F61fTHU:tvr fE'RC. ~01\RD (18::17#J6- COMM8JT). · (z.) ClffilFICI\TlOAl~I\"Ttlt~~trU~"L 'DI'JI5t0N INDICATED \111\T 1ltc (11\XIM\Jf"l VfJIT STRe-)5 (fRc5SVire) I.VI\S MOftlc C.~mC~l Ff)lt 'T1tE"" PE:S161J ot-ntc P~w~~ousc: A-&rt~sr-TSVAJAMr 1li1+N T1tE' TD77rL tott c~ . SINCE" Rt=V. o or:-T1tl5 CALCULA-noAJ UJf!) f:>f6EP oN ~f\OB~M UTY OF iOmt. RJfrCE'" ( fT{t't1 p, I) oF HYO.P/V. Cltr.f'. 0 SJ J ~ev. I R~N(E t...tST 1HJ 1'.\1) L Rtf. CD) J 1}\15 R8JI)IOAJ ( I) VSES A MAXI/1UJ4 PlrB!URE' ~ Pf ~OAtH , AND SrnR\1 IUITli f'RoO. OF (Oii01~ED il~ -t T)ONf\MI W\R.LEVEL. ( ~--e-P:2 .. 1) 0) T)UNftrtt vaoctl\ ( "u H oAJ P. (, &. 1 OP. Rtv· 1) ) DCFr~e-o t1J V : 2. J ffJ1 ) WF\S FORflaL't lt8J\1E1) 10 ~tV '~ 11 l1tftl uJAj \1-tt:" COMBI~tO "Tit.X! PLV~ l)UNAMI OE'PTH N:iJV6' a. -t;, BLPD (_EL. -~ = GOi1DM OF Tl'1F POW~ HiJlJ5c: 11\IL.ftfiCE) .. 5o.JfE T!:\E TAllftf\CC: ONLY cxraJOS dVT 'ABOUT 200 , FR011 1ltl: PoUlt!\... - lfOVSE"', Wt"\CftE~ l"Ht T!O/Tl f=-LPtTI ~R 5EVERfrL 11tOUSI\NO FEET • 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 '· 20 21 '· \,· 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 45010 65 STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISIOH GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE2 ~ 15800.68 # 0 4 5} ftEV. I IN fROAIT' Of TitF PoUJERt\DOSE A~c A1 ftffA'OXIMAra Y eL. -t 5 C3LPD > IT WI'\) COAJCUlDE"t> 'Ttfl!tr 1\ f'tOI:.c REfOD~ftBLe DE"P'IH 70 V5e-tAJ rrft:;- CI\LCVLM70AI Or DYNfYtH. Pfl85URE OR. F=oRCE: IJ)OULD 13c 11-IF Wi'rTl::;ft Or:P"ni ~i?JO\Je Ct. + 5" tiJ sn:-~ Of-AMve-8-. -r; SO THt: ) VElD<' ITY Tefifl ( V ~ 2 ~ » Ji ) U}lr) ~0 W C f't L( \J Ll'fr~ \J SING-T71F" \\fl. If SM ~lt::"l\ Y\ 11::~1'1 . (4-) THE" STh'Tlt {1NO D Y'NAfllt L0/10/NG-J)IAGR!rJ1S WILL Now 6E CVI Orr forT THF ~Oi'TDft OF 11tE" Po!)J~I-ft)lJ)E WftrLL !Tr THk-(HtouNtl-WALL tJJ~FACG . l!il5 AfFE'tTS T11F CftLCUU'rf!ON OF Tift frBULT1tfl/i ft!fl'(eJ WttiCH WilL Nt-N Vfff\'( AT DIPf~aJI LOCI'rTIOIJJ J'{U)NfT ~ fi)IJ)~ tto~sE" w~u... , I # 15800.68 Qw'.-H #045 R~:v I P. 17 (-,-)j EmOO t}f CI\LC\JLN'O~ G: WFJVC: fORCE) ON 111F POWE:~\100~<= 1NCO~PoRrf'r/NG-~ Crti'TNG-8 /AJ MentoojA5Silt1PnOJJJ ~ESULn:.J:J tN ntE f\PP~OACH OECR\BcO OEtOW ltJ 'i1iF PA&€3 OcOJ(J-()JfO IN A TSUNA-11l REPOI\1. T~ DE5C~tPTION \S 5VPPttrt~Afft: D 8Y P\DOED CoMM~n , ETC., 7.8 WAVE FORCES ON THE POWERHOUSE The section of the powerhouse fronted by the tailrace is the most critical with respect to the direct impact of a tsunami wave force. The bottom of the tailrace is at -6.0 feet (BLPD), and the tail race extends about 200 feet from the powerhouse itself. As the tsunami travels up Kachemak Bay and across the tidal flat, it will be influenced by the shape of the body of water and by friction losses. These influences were conservatively neglected for present purposes. 2-721-JJ 7-11 I ( # 15800.68 #045 REV-r P. 1'8 Camfield { 1980) expresses the force due to a tsunami travelling over dry land by: where e is the mass density of water, g is the acceleration of gravity, h is the tsunami height, v is its velocity, and Cf is a force coefficient related to tsunami height and the roughness coefficient for the tidal flats area. For the conditions that occur here, Cf is very close to unity, and it was taken as ~1.0 in subsequent calculations. The first and second terms in the above· equation represent the hydrostatic and dynamic components~ of the force, respectively. Because the powerhouse section being studied can be partially under tidal water, h in the first term was redefined as the tsunami height plus the tidal water depth above El. -6 BLPD {the bottom of the tailrace), and in the second term it was defined as the tsunami height alone. Cam.f'ield (1980) h, by: (P.~ oF Rev.o) v = 2Jill = 2 J ~ (r+r--t & -IB.bJ) : · \{'-::. 1-'~ (Hr-t Hs -I B.oJ) and for this study the velocity was related to the water depth above El. 5 BLPD (the approximate elevation of the tldal flats for several / thousand feet in front of the powerhouse). This is 18.63 feet above Incorporating the above into the Camfield equation, and using HT to represent the tide height above MLLW datum and Hs to represent the sac f,ZJ F01t Ctff\NG€} Of: LOft!OI~ tsunami height above the tide, 1 ve n o e ~! rae ~~/"._',~( _ JN I)! T€1tf'\ _}) '= il~ D<:Pll\ hMVtr DoiTD!\ Ori"1\1UtACG'" ( H, -7.G.J' l'L.Vl TSUNAMI 2-721-J ) l-\12l&ffr 1'\eoJ~ 11iF i1DE (lis) ~sEE~·~<. \tJ zNt it:'i\ft, )\ ... l)LIAJI\1t ttt/6-ttT MtJI)t: TtiFTlDE (H>) \ # 15800.68 D\V.-H # 0 4 5 R!::V.I /. 0~ p.2'2. Figure 15 shows the geometry and distribution of forces. Since the resultant forces shown depend upon the height over which the static and dynamic pressures are applied and since the powerhouse wall varies in how much of the wall is exposed due to ground level variation, the resultants will vary at different locations along the wall and will be equal to the sum of the pressures applied to the exposed area of the wall at each location. In order to illustrate how the preceding may be used to develop a loading diagram for force on the powerhouse, the following example is provided: Example -An overall tsunami annual risk level of 0.007-is chosen for design to match the annual probability associated with the design basis earthquake; find the loading diagram in the vicinity of the tailrace, where the lowest exposed wall surface is. at El. 7.63 MLLW datum. /_ OJJ P.Z.I To solve, enter Figure 14 with the annual probability of 0.007 and read 25 feet BLPD for the combined water level for tide plus ) tsunami. Convert 25. feet BLPD to 3Bi 63. feet HLLW datum by adding /03.63 feet. Using HT + Hs = 38.63 ft and eg = 65 lb/ft3 in the St'l: r.zt to~ R~L~nou expressions given in Figure 15 yields: 0'1=-r1LOO DA\IIf1 \_ ~-2.'l.. !. 00~£T L.f\1\'G _.: rRw 1)\'TVn . 2-721-JJ 7-13 1."· •. # 15800.68 #045 Rt=V-1 P.Z-0 Max Ps = 2.0 Kips/ft2 static pressure Fs = 31 Kips/ft static force resultant Po = 5.2 Kips/f~2 dynamic pressure In order to solve for the resultant dynamic force, a value of tsunami height, Hs, must be selected from the full range of tsunami values (0-10m}, the probabilities of which were combined with tidal probabilities and summed, giving points on the Figure ,-f.Z.\ 14 curve. Conservatively-applying the dynamic pressure over the maximum exposed wall (water level at 38.63 feet MLLW datum minus tailrace bottom at 7.63 feet equals 31.00 feet} gives: Fo = 4(1g(31.00)(HT + Hs -18.63} (tllOrt f. I~) uswG-Hs::: 11·00') Fo = 4(65)(31.00)(38.63 -18.63} Fo = 161 Kips/ft dynamic force resultant / and FT = Fs + Fo =. 192 Kips/f-t total force 1 ~11\T!( rRE\S., f1 :: t'3 ( \-ht ~-"2 GJ) #/ft.t Ps ~S ~ft)( 3 ~.,3 -?.(;3 fi) R -= 2 ,ors-1~/fiz. . e z z.o \'f,r>/fiz. J S"ifllK R>ttu: ~G3 UL.Tt'dJir 1 f, ~ lt_ ej ( rh t H.s-7. G 3) 2 1t/ ft F,: i1z. (_~s u,;11 ,)(1B-b1-7.6 3 ftY f)= Jl ,233 11/ft ~XJitrips/tt ./ \JytJAMtc ~~e~c;V~tro Po= .tteJ (\-\T f \-\s~tS.&J) ~/f1z. Po: 4-(cs 1Yft))(3i·bJ -IB.G3 ft) PJ) ~ 5 ,2.00 \\,/ftz.. ?o::. s.z. ~ips/Ttz. J 2-721-JJ 7-14 TI'\E""t:XPilE5StO~S Ftl~ STMIC PltJD 0 Y~tv'\1~ Pl\e~Sult~ Cfli~ ne-DeRIIII:D ()'( STMTIWG IV tTtli\tt: ~~tviOIJ~t.'r OCVEU>P<:O ~fRE1~ IOtJS fOR STffllC. ~1) OYNMit FO~cc; P\ND 01\JIOttJG-fit} AfP~O~f'lf\-~ FOf\ ll'te- c.:, l~PE"' Of 11"tF L.OM1JJG. 01 t\otAM J'O O() T'l\ltJ fRE55VRe-" ex PRES510A)5. 5E:E: p, 22. ~ 1'1Rnn hA 0\v.-H # 0 4 ~~Rev-I P.21 • I 10 \ "' >-'-...... ~ 1- _J d) 0.01 ~ <( d) ' ~ ........... """' a.. K: w ""-· . u "' z ~ " tt "" X w ,_J \ <( :::::> 1\ :z z 0.001 <( \ \ \ \ \ \ \ \ 0.0001 \ 5 '() 15 20 25 30 35 40 WATER LEVEL (FT. ABOVE BRADLEY LAKE PROJECT DATUM) ANNUAL PROBABILITY OF EXCEEDENCE FOR WATER LEVELS DUE TO TIDE ·AND TSUNAMI T\-\t S CURVE" \) FROt'\ P YB OF HYO.'f)l\1. CI\LC.05'2.> ~EF.® L \t~V·l \tt:Pr.:'"tte'lJCE" W sr ON r->.1J • FIGURE 14 ( 15800.68 ,, \)~f\Dlt'l LMf" frt~=cr ~~) -, GLPD 7.631 (OrtJPI/\tC... rPftE15Vtt~) r-P0 =4 ~g (Hr +H 5 -18 63)~/ft 2 H q F0 = 4fg H 5 (Hr+ H 5 -18.63) tt Itt ~ (rtESlJL~r OYNAr111( FORC<..=) ---\ ---; a \ \ \ \ \ \ \ l \ \ \ \ 1---1 2 ~ Fs ='2" eg (Hr + H s -7.63) #fft ~ , (~ESVLmNT SThn( FO~Ce) \ \ \ ' ' \ \ ~Csnrnc. PRESSu~E) Ps = fg (Hr + H5 -7. 63) # /ft2 \ \ ' \ REFERENCE DATUM MLLW OF BEAR COVE GENERALIZED TSUNAMI WAVE FORCE DIAGRAM -----------------FIGURE 15 __. ( \ '· :·.,. \ .:. ~·· ( ---..--6Lt>O G.OO I ~.._.Use-TO'rf\L E)(poSEO PAttr OF WAtL 6elP\U EL. "38.~i3' MLLW DA1W\ (cL 25 I GLP~ FOR. ~e -n::t\MS • 2 H + H 5 -7.63 #Itt ~=:::::;--f; : 31,2."30 *-/ft I.OKE'RE" WALL l.S StP05e.n DOWN TO ~t... """ ~LPO. REFERENCE DATUM MLLW OF BEAR COVE GENERALIZED TSUNAMI WAVE FORCE DIAGRAM '---------------FIGURE 15 _... # 15800.68 0\V.-l-\ :fl 04 5 P, 2.1- ~t:V I r ~EMOftf'I;~C\H"\ 'f!\ot\ JH£ .SUJEC. (1os])tJ 8ROVP CONCE"Rr.JI NG-1l1E r=sN ~L'( SIS ·':u \11-\ CONMEPJU Pn)DE"D TO ClJ\RtF~ 1Tef'1S f\N~ DeMOAJ~TRfrW \ t-J CD~ ~Of\ M1 0 tJ 0 F TH'E"I R. IN P tJI. INTEROFFICE MEMORANDUM ·--J.O. 011 W.O.IIO. DATE May 18, 1987 SUBJECT DESIGN OF THE POWERHOUSE AGAINST TSUNAMI HAZARD 1r() ~ J. Hughes • Anchorage JTChris tian---..._ ~fi'E1'1'1ftt(\ S OF-1l1'E' PREI/ 10 \)$ FROM HRAcharya ..):== 1-\Y~. DIV· i!,V~M\1 Cl'll.CIJLA1/0Alj cc YCChan~ lo52.1 05]) &. REV.o oF o+;-'1 TCritikos l' / NAB is hop LDuncan WSherman Baaed on our telephone conversation with you and Bill Sherman and a review of your approach to the design of the powerhouse against Tsunami hazard contained in the May 8, 1987 memo, we understand that the following reflect the current project thinking• 1. The pressure on the powerhouse is ·more critical for theJ 1\) P~ Ml lollED BY design of the wall cells. The total wave force is not as STRUtTV~PIL. PIIJI510AI critical as previously conaidered. ~Ei\ a ILl. SH't;RMAtV. 2. The project intends to utili'v::ined Tsunami and J 56:: r-2.1 Of Tl11S CI'\LCUt.AfiOAJ tide height of 25' BLPD, which h annual exceedance probability of .007, as the uppe water level. his VScOF 0•007 p~ t.J't.tJCF0U~(i'PJ 1 level is to be used in .conjunction with either a maximum (ONFIIV\e1> 13'1' OT'ti'FTH 1 14JCLII011)(;.- Tsunami cut•off height of 8 mora Tsunami height based o ~1\C (301'\flO {Jec p,2..b), a total force of 200 kips/ft, with an annual exceedance probability of • 007, to generate the pressure diagram for NOT IJ)eO -5~ ()ELOW. the powerhouse design. -(,' 3. The project i exploring the possibility of using the water depth over. the tidal flat for calculating the Tsunami dyn&3ic wave f ce. The rationale is thft the bottom of the tailrace at ·&' BLPD will extend only about 100 to 200 ft from the powerhouse and the tidal flat covers a much wider area for more than 2000 ft from the powerhouse. The smaller water depth will reduce the wave velocity and thus reduce the dynamic force on the powerhouse. I We have reviewed the project current thinking. A conference call, which involved T. Critikos, N. A. Bishop, L. Duncan, and T. J. Hughes in Anchorage and J. T. Christain, H. R. Acharya, andY. c. Change in Boston, was made on May 15, 1987 to discuss the subject matter. The following is the summary of the agreement reached in the conference call. 1. The maximum cut•off Tsunami of 8 m is difficult to justify. At the Bradley Lake site, both earthquake and volcano generated Tsunami have to be considered. The 8 m height may be approximated using a maximum credible earthquake generated Tsunami of 20.7 m (&8ft) in the open coast and a reductionro40 percent at the entrance of theKachemackBay, baaed on a study of the 19&4 earth- quake observed Tsunami data. However available data show that the Tsunami height at the entrance of the Kachemack Bay due to the Augustine Island volcano eruption in 1883 was abo~t ~. Hence it will be more defensible to use the 10 m maximu cut•off Tsunami height as previously suggested. ;nf1~Te; R~~wl'\1 7-~1'1\ f'ROI)A()IUIY CV~vE" \4>1\ WAT!e'~ l.E\1 a. ~ 0 !"\ il De--t ISU tJ FV'1 I (f.lg OF-l\)'0. DIV t'PrLC. 05'1:.- ~.21 OF-T11e" ~RE\aJr CALC) I)Jf:\S Rt-nti~E'D W l'ili ;.. DASH Of: 10 1'1 1"'\~XIhUr'\ ('OT-OfF \SUN Ml 1-\El\!H'r. :. Coma>r Arrtfrro. O~t,'( IJJ~E"" 11i"'F USE=" Of 101'1\ VJO\JU) f\.\3UlT I~ f:t., lOP\Pt~c;... 0 11\&Rf\f\ ~~DINe--BC'rO~C ~ S1J11~e ex POSGJ) flE'I&HI o~ Wl\t.L IS 111'\; t\E1(1tti ~f\ R\!DUCE"O (rex· P. eo). .. .. ( .\ # 15800.68 #045 RGV·l 2. The approach of imposing a 10 m Tsunami height at a total water depth of 25' BLPD will be conservative for the pressure diagram in designing the powerhouse. However, the option of } using a Tsunami height based on a 200 kips/ft with an annual ~011 OS~. exceedance probability of .007 is questionable because the pressure and the total force may not necessarily have the same probability. 3. In case that a less conservative approach is considered desirable by the project in the future, an alternative approach of using the Monte Carlo simulation is recommended. The simula- tion will employ a random nuaber generator to generate the tide and Tsunami heights using the known tide and Tsunami probability distributions. The pressure for the powerhouse at different levels can then be calculated using the pressure diagram associated with the tide and Tsunami heights generated. This procedure will identify the exceedance probability based on population of the generated events. Total height and total force probability distributions previously calculated can also be used to verify the approach. 4. The approach of using the average tidal flat elevation to } calculate the water depth for the Tsunami dynamic pressure appears to be reasonable as long as the length of the tail· race h short comparing to the extent of the tidal flat between the bay and the powerhouse. The use of the total water depth based on the -6 ft BLPD of the tailrace bottom is conservative. In reducing the conservatism, one should keep in mind that the Tsunami height available is at the entrance of the Kachemack Bay. The } effects of the Homer Spit and tidal flat, which may reduce the Tsunami height, and the reduction of the bay width and water depth toward the head of the bay, which on the other hand may increase the Tsunami height, have not been fully studied. Some level of conservatism is recommended to cover the uncertainty. If you have any questions, please do not hesitate to call us. j ;t; a,..;, c... J, T. Christian }f • .R.~~ H. R. Acharfa l,·c·~ Y. c. Chang P. 2.5 N 01 ._,E'EDE'D ,... T\~5 \11'1~ \'ER LJ'(N CE' DUN C PrN \,OITl~ C.Of\JCUitf?EI\lCE Or NO'-f\ ~\SHOP. I '"-~ . ./ . . : .. , .,,' ." -.-· ~-~ • # 15800.68 ow.-l-\ #045 ~·I RESPONSES TO FERC aOARO OF CONSULTANTS COMMENTS FIFTH REPORT.--HAY 26-28, 1987 FERC 'PROJECT NO. 8221-000 BRADLEY ·LAKE HYDROELECTRIC PROJECT-- _ FBCC 4-t ENGINEERING snJDIES AND PRESENTATIONS (continued) FERC Board of Consultants Comment: .a." • ,. .. ,., :n; ... ~ :..:.>-u.""'• .. P.2.G In .:.~~;:~~-lr'lC-:"! with the report of the Board dati!d May 30, 1986, further studic;:; ~.:,v~ oeen made of the probable water levels at the site result- ing from cHther earthquake or volcanic eruption. These studies were presented in detail. They indicate a water level due to tsunami at the site of El 25 BLPD (29 feet above mean sea level) to have an annual exceedance probability vf 0.007. This is the same probability of occurrence as that of the Design Earthquake. The powerhouse structure will be designed to withstand these hydrodynamic loadings. The design approach is considered satisfactory and the recurrence interval used is considered adequately conservative • Resoonse: No response required. ' . . -.. ,. ":. ( .- .... _~_-_;·. .6.5010.64 CFRONn STONE & WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE CLIENT S. PROJECT r.£ :Z_ AI~~ p~ J1 -·J -B~~L~ f'rr:;'~ CALCULATION TITLE (Indicative of the Objective): PNt~Ji/;~ ~ ~;~ -1-ih ~ rseu-t~ ~~~ .J¥u.u/.s ~~ CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE I> 1()(). 7'2. II .5Z * APPROVALS-SIGNATURES. DATE REV. NO. INDEPENDENT OR NEW PAGE I OF \81 (J~ ,1, ... .i· t'L ~~~..&j f1.PcA'~1td-Rv T VI 7-::. 0 I-NUCLEAR SAFETY RELATED OII om & OTHER OPTIONAL WORK PACKAGE NO. 911/f SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (v') PREPARER (S)/DATE (S) REVIEWER(S)/DATE (S) REV I EWER(S)/DATE(S) CALC NO. OR REV. NO. 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NO. I J7 rl ~,..,z.. , STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION f:f GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE ,;;- 1-/ fl... FN"IM. ~ ~ ~ .14'~ f~~t;t//;· ~ u.-- b~ ~-v ~ ~~d;t'~. w~ ffi c.w~~ ~ ,~ ~ ~~~:{fM rr) ~->~ ~ ~ ?~ ,tt.J ~ /~d///9-. ' ' ~ _, I ' 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 IS 19 20 ' .... 2 I ~", ' 22 23 24 25 26 27 28 29 30 31 32 33 34 3' 36 37 38 39 40 41 / 42 ~-j 43 44 45 46 .&5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEL !)8 o rJ~ ..,.,_ H s z._ N(Jte 7J:J tt.M~ tvr-4 ~ f~M-i 1,-; ~;{; ~ ~ ~+ Ct) ~ p (X :?:-x.} Tk s~t~) ~ ?(Y.2"':J) 71.t..se ~ >~ J hJ ~ ~ .,..J. -r1..-L r+ ~ Z4 f~JJ;h~ ~ d~ ~ X:Z.?:. ~ s~ ~dJ ,~J,~t;~ ;t~..,-t;;.... P--,;~+~~~ ~ r ~ 9~ ~ ~ ' w-{_ ~ ~ ,tJJ r+ (/"tA-{ J t.a:t:., p ex~ x): I C+J D~--------~---------~~ CevU ~ ~(.~) 81 df~ ~ ~~rv6;~~~ h'4 ~~~ f>c Cr.) f~~: Fx (~()~ C1F,..t%) _ ~" - -P< [ fx rtt)d (I( .P.x e-x-) 7M.. ~ / {v-'1:l{;l ,_;. c ') ~ tJ) .;. j"" fx ruJd (,(_ Ftn--:1 ~ ~ s~ d(~ fr t~) 5~ -4a:t PC'(~-:;)-=-1~ fytl'<Jd.-. = J/'f1 tu)tfw.. b~e9!!0 f[,J~ h)~ f~.afyfY.Jri"l = ?CY?~) I \ ' 2 3 4 s 6 7 8 9 10 II 12 13 14 15 16 17 18 19 \ 20 ( .. , . 2 I <::...;.' 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 1 sgo~,7L DIVISION ti GROUP If CALCULATION NO. OPTIONAL TASK CODE PAGE .z_ $'"'L- Ld~ ~~~ ~ ,~~ ~~ 7'~ 1 ;~~~~ fs~~u~~ ~~tN>~~L'.d~ ~~·~~ ~~~~~J.;f z: Z::: Xr Y r.rr-Y~ l-X w~ ~~~~.a-s;~~ x~t~ ~~ ;' ~-·· "; ~ ~ .fJ~· a..-1 ~. tf/.-1. ~ Pr(z>-~) =- W-.t~~ l \ fl C ;rl" [ fx u.) fy CJ--x) t1 J( -cO f:>() ,. ["" £ rx) fy (?-x)Ax p~ (;!"?.;-)=-f .. ("0 -fxtr) fy('I-~)JP!,.-1., ~ )~ ~ [£.r-~) ('fy [e<-7<)d'l, d;< .. ~ J- oe) -l £. {7.) P(~(~J -:X) d X ~ Cu..4 ~ ~ ~tnift..t ~ P-ctJ ~f~.IJ. \ . ~ I \ ·. . -- 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 17 18 19 20 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 c 41 42 43 44 45 46 .5010.65 J.O. OR W.O. NO. I >td;&, '1?.. I. P(X~?<:) ;1., F . STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP ,if CALCULATION NO. OPTIONAL TASK CODE .S'- PAGE_!:_ P(xtE.x,·.~~)-f(x.s.x,,.) AX 3. Nrraik/ffifx !-x) ~ ~di/ d~r'~,~ hwf · A..v.,( ~ ;~ fx C7C) A?-;~-~, ,if ~f~' / - ' ' 2 3 4 5 & 7 9 10 II 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 36 37 38 39 40 41 42 / 43 44 45 46 &5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE 52..- PAGE_$_ ISV (JCJi ;Z. H (. 7. II, l:l' p~ A~ 1.~ r ~ ~ ~· pc2-:z,_;) J-t ~ b-t ut.-AL 1 r ~ ~ ~Nt.i ~~v~ A;r. )~~ X-=-·t/ ;._d-~ fi· z~ 7-d-~:;; s·-~ ~ ~~ pry z~) r Lf. ~_.{ ~ ~ f:r(~) r---. z. ~~ ~~ P(Yz..-~j)·f:xf7t-)·LJX ~~ld r;;:ti/ I~ ;r .6.., A)( ~ 7.~~ 9. ~ X=~-~ ~~ '{j41. ~ f( ~ ZJ--)1 ~p~-~ii~~' ~~ s ~~ II r U,( i!; ~ ' ' 2 3 4 5 & 7 8 9 10 II 12 13 14 15 16 17 18 19 (~,"~·; 20 2 I \ ~' ·.· ; '-,.· 22 23 24 25 26 27 29 29 30 31 32 33 34 ' 35 36 37 38 39 40 41 I I 42 \ "'--43 44 45 4& ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE / {) l>"too,?z H 52. R.e:.v ( ~~~~ rW;-t-.~ fk~~ ~~~.~7~ t#;d~ ~ ~t(~~~· -rk/4~~ 7 ~ v---dJ ~ /"'!~ {~.II), 7A<_ ~ ~ /?~ ~f~~~;t4 ~ ~ /a-~·~7 411-cw!!. ~~ M-t ;tJJ. B~ ~ ~ ~ ~f he ~ ll-'1 13·63 r;.. ~d-f~ ~. ~1)/dl~rt-~ ~rr!J~ r~J ~~ 7 ~~~t?f-~I:J../4 ~ ~ "~ ~-~~ b~ rr P~l r ~ ~ ~~ .:z. o ~ A4'try~ r ~~ ak-t z,s-ft, 7N ~ ~~ d/ ~ ~ bP-$~ z. 3 5 B G,~ q,~'f !G•+o 26 ·'6' P~cdJ;I,-kvfEX~ C~) E~'!wJtt V~ TM . ~;~~ T;~ T5~ p, 026;- o. o/6~ ~~ p (I 9 () ~~ ()() :,"""'() 1)1, () '2. 7 s- t:), 0 /'? 0 t:J, 0() i G t:J~ Of/'/ I -O. eJS33 a~ tJ .J 3 '2... o. (J 1/7s- t:J,v(.)9J fi-v.1J ~ 1hf~~ ~ h-uM~~/ Ci. ,.4-~~ ~ ufry~ fi ~ ~P1'y b. A ~~~ ~-11 a/Vt ~~~ Aj 1 JO fYI• I K<>E ~~~.~~~~~~;S~E~ ~~0 ~.~~~~,~~;. 46 8003 Hou-r/.; ;Pr.~«b~~~~ (%) 99.99 99.9 99.8 99 98 95 90 80 70 60 50 40 30 20 10 5 2 1 0.5 0.2 1.0 0.05 0.01 - -~-1----r--------------- 1-- 1-------,------ 1--1------ ... --1---r---r---0 2 ~ -I--I--J> ---__ , HRnm~---r =--~ 1-1-· --- =~ ----I--; '-J I --\II ,1 lO 1-~ ~ ,---1-& ~ I --~ r---1----. ---1\) ~ , 1-\~ I) ---1--1-- ~ --,-I ~---I-j:: -I 1--1--. ... Ul -~ ~co-- ~ .__1 --+1---+1 +:+:+: :f+:tt::--+I~IIHI!-+1 +1 ++t+H+t+t---+ I I I I t+t++ti+ttlH+++-t+t+Htt++Ht-N..Ht-H--++++H--tt+llt+t-li II -It-t 1-t----- ~ 5 §~§II~II~fim~m~tJ-t-t-+-t++++tttt+Ht--++++t+t++t+t+t+t+l-t t+t+W lt--t--t-tl-11-t-IHHI H ~-~--~-1---1-_ II II I IIIII I 1--1-I 1-11111 I H ~ :1.. '-- 0 r-+-r++H~-+;-;-++++H+++H+--t---t--;~++++~+H~~rrHH+++H~rH++~++rHHH~~+H+H~~~+-~ -_::-=till! IIIII I I ~~1 1 t~-111 n tt 1-=--t=-- .. '.' ......... "" ..................... "'' """" .... '' ' -~~=lllmll+ltJ-111~~ IIIII It-~++= -5 1111111111 I 1-1-I 1-1111-111 +- -II) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~-~-t --II I It 11~1 1·1 1-1--t 1--111111-1-t~--- 0.01 0.05 0.1 0.2 0.5 1 2 5 10 20 30 40 50 60 70 80 90 95 98 99 99.8 99.9 99.99 n 0 '" " 5 .. g .. n ~ .. ~ .J J 0 10 0 STONE 8. WEBSTER ENGINEERING CORPORATION ,. CALCULATION SHEET &5010 65 CALCULATION IDENTIFICATION NUMBER ( ,J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 13 . ' I ~g r;o, 72. H .!iz.. \ .. 2 3 FH"'W'\. ~ rJ (kw( ~ 1'~-t. II: 4 r 5 6 (M.LLUJ) 7 W~l~ AWal»r W P(x zx) P(x~ x) '\ A Fx Cx.) fx {;K) 8 ( f+·) (ft.) : Fx (~) 9 ,.")... NO.OI -. '9'1 .oo85 ~ .c;/7 10 )..O , 017 • 91/3 II t. . , o53 ,oztS' 12 I 8 ·01· ,q~ 13 ;z. .• 08'5 , ol.f zs 14 16 ,155" . 1.95" 15 2 ,oo/5' I OJ.{ 75' ' 16 /if ,zr .15" 17 :z. d/ • OSS'" 18 I~ ,, ~6 I 6"' 19 2. , I J , o s.r 20 10 .4], ,.;'_J (-.... : 2 I 2. • I I I rJ)S' '"" -/ 22 f ,s-€ ,'/1.. 23 2. ,/0 ,{)) 24 6 • 6 g ,'Jl 25 2. ,/0 ,!.).) 26 ~ 17'1 I l 2. 27 2. I ()8;' ,t)'f 28 t.. ,it£ • J 'f . 29 2... ,() 7 I(});-- 30 0 ' o/3 ' "7' 31 2. , () 't ,tJL 32 -2. ,q1 • 03 33 ;2_ ,02j ,QIZ. 34 -ii ~. 'I qJ, • Ot.:J7 35 36 37 ~4 ~ C-4-,e t"a..~h~~~ ' 38 ~ 39 f~ ,-.. ('Pf~ If. 40 (~ 41 42 '--.. -43 44 45 46 ~.·' r' ,' ' 2 3 4 6 7 8 12 13 14 15 16 17 18 Lh 19 (. \ 20 \-::.:~:>" 21 22 23 24 2~ 26 27 28 29 30 31 32 33 34 3~ 36 37 38 39 40 41 42 43 44 45 46 45010.65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE /"f I }llrJrJ, 72-11 52. ~\) ( o~~r--.~-.~-r--.---~--~-,--~--~--.-------------- -2. 0 1. 'f 6 v /() n 1'1 1(, li 1a wevlu-~~~ {ff.) Ld~ ~:ct.L ~ t~~1.tv6~ (d- (N~~ ~It ~e~~ .. ~' NI/'1.V", do i.JM ~. ~::t:t:t ~ ~ Pf Pryz-,). r~;/ ~I ~k-t~F-~~5/~{u/ f~t ~ f=-4o' (~tv-At;, '26,3i (JfA,wf~) x (z-x)=-Y . ~,t£-x) PNz;) PlY~,) P1rf~tt. (f+J (+J) ~) l~~J C~) o 40 .o~ C),oo4l 4.('tox,o·1 ;l.Co2,y,c)-a 7-3g .0}8 o.ooYb S·l63xto-7 4. o~oxtv-8 4 3G ,ol.f) Q.0051 ,-.g37'ttl)-1 £,15'}),~-~ b 3lf .~~l) r:J,I)rJSi 6$26XtrJ-1 ~.~'l.~XICJ-~ s 31.. .o55' o,oo6t.t ·7•3zqx;o*1 g,o6z..x,Q·~ 1 o .30 ,o5) ~,r;'J7'l.. 8· L"fq Xto-1 9,;?V XHJ-~ 11-J..g , gsr ~.oo~o q, 1 ,q x;l)-1 ,r;,u~6 x,~ .. i /4 2.~ ,0):3 0,~1)~~ Jf).tQS"XII)-1 /(),gi1XIO-~ J{, '2if .Q'-1~ ~,oo~~ ,,,3S&'Xt()-1 II)I++Cfxto-g l<l }..2. ,.o}> o,~111. /l,gsgx;~-1 q,f'Joly,o·~ 10 LO ,Q/~ "'011.6 /4 1 41SXIO:'; 5,211 Xrv-i 2.:l-I~ ,00~ ~,oi'JS 1'·~1"/XII) /.H"'XItJ·~ -~ ifJ.. .o1S" o,oo31 4-,"l~tx,o·1 ,,,,r;;r/(;-'8 -'1 .tf-4 .1)1)5" Q.0~3J ~.71$).11;""'·1 f)I)77J.tiJ-t 71lf 1;.. =-~~'fO~~ X11J;..; ~J ~ :. -;, 31 ~ Xto·3 . ~~~ ~761J X ~.'/OII6XtrJ-1 ~1. ;66XI~-3 Ot1<1 C. A.\.. C. \ ss,oo.12.-~-sa Rev t HOlED ~!! 241986 • u !.. • lJ. T.CiirlsrJa n Case C•f z = 40 ?-\S Con-esponds to 26.37 ~{ f ( )·:) z-!<=·y F'(y) f*F'*2 -4 0.005 44 3.7734E-07 3.7734E-09 -2 0.015 42 4.2316E-07 1.2695E-08 0 0.028 40 4. 6900E-Cl7 2.6264E-08 2 0.038 38 5.2633E-07 4.0001E-08 4 0.045 36 5.8368E-07 5.2531E-08 6 0.050 34 6. 5255E-Cl7 6.5255E-08 8 0.055 32 7.3294E-07 8.0624E-08 10 0.055 30 8 • 2489E -Cl7 9.0738E-08 12 0.055 28 9.1691E-07 1 . 0086E -Cl7 14 0.053 26 1.0205E-06 1.0818E-07 16 0.046 2't 1.1358E-06 1 . 04't9E-07 18 0.035 22 1.2858E-06 9.0003E-08 20 0.018 20 1 • 't't 75E -06 5.2110E-08 22 0.004 18 1.6674E-06 1.3339E-08 TOTAL ( hc•Llr l y) 8. 4086E-Cl7 TOTAL <yeal-ly> 7.3389E-03 ( c~· ... ·. ' ,·': '~ ' "'' . -~ '-· ·" ( / "'- 2 3 4 6 7 8 9 10 II 12 65010.65 J.O. OR W.O. NO. 5'/0fJ,??- STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION 6-GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEf..C 5z... '£e.~ ( Frr-ztJ ~ ~ ~J~ ;:7~~/l/~ ~~~ ~ ;,_, zk ~~~;//~ ck ~ Zil ~ ~. w~~to ~~ tw ~ ~11-x..:-~ A:tw 13 {~~(") 14 (~) 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29· 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 o,o/ :2.0 2.. :L l.<t z.s (;,J"'I ,,37 I 01'$"1 11,3 '? ~~/(-If) ~) ~ 1iJ tw/J ~) fvr ~2--1.. (t/.3'1)i P (X Z ~) = (:?' "1.1 'f_}_ 3 -= o. () o 6 ~ ..::> }.Of)~ Frrr-~. :Z.4. ( ,~. }i) P(X?.f():. (,o'"01 ;:)Ct)= o.o~o''1 ~ ~ O,Cf97 ~..0 ~) fa-r. ~ ~ ~ ~, ~ ~.# ;MJ ~ p~Jtill~ ~ ~s.w:i;4 ~·, 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 \:-· ' 21 22 23 24 25 26 27 28 29 30 31 32 ~ 33 34 35 36 37 38 39 40 41 / 42 43 44 45 46 65010.65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION fi. GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE.J.:Z. 1 S'io",..,,... H 5z. ft.ov l T(.A ~ ~~ ~()_~-~~ ~~ L ~ ru. , ,_z.. .. ,. 11.-t ~~ r ~ k.v "·~ u. f-N1;~,t:tZ;.l pc_y~,) ~tr"'-fP~f.Lj 2-1o~ ~·A, f~ tJ.;. Ut-$t. ~ Pcyz_,J ~ 1J aA~ t'-/{)"""" -f.s~ t#J. ~~ ~ v-... f'f' II-lb ·1 ~,4 TtL~ t=x~ P~""'rft"f;;y ~ f~v--.f· ta. TN ~ 'f~ a1,,~ li ~ 1 h'~ k. ~ :ttw ~~if-417-~ ~~s~ ~ r~~ f~!J Jl,. IV~~~~/. p~~~t-;f/7~ ~~/~-~ ffi ~ (~ H s-J) a-st.;MG ~ $d-v~~~ ~~~ r?, ~ IJ ~ "U#e·?~7~J~~~~/w-~e ~ ~11. ~~~~-·41~ ~ ~ wttJ ~ W-:s '?! f/ c,V-1 . p. l.f, '0 I I I I I I I Bll140Lt?Y LA/<.€ 'PJetJJE'c r - - ANNe/AL. '?~to/JA-8/LITY t::N= EJu:IJlFPANCl!- Ft:llf. WJJ.rt:R. L.evFL.S PUG TO TiPE' - \ A-NO Tst.IAJifPII· £L.EVAT7DN.S IN ' FG"t:T l't8DVE" PL.4AIT i>ATUM - -···· ··"'-~· ... ·~--·---· "' ~ ~ I , ............ . ··---· ' ........... ; T~UNifMI --"' ~ ! "' ....... E')t.TJVIPtU . .!I TFI> __ r--...... -.. " ~ ~ ~ ~ ~ ....... "' -:;;"~:.:"' \ I \ ' \ \ \ \ \ \ \ ' ' ' / ID l!r %'ll i!" .1-JS"" #b WJ~t-rl""/2 Levi!"L (!=r. A-S,wli" AANr DATI#,.,) 3 4 6 7 8 9 10 II 12 13 14 15 16 17 18 19 23 24 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 45 46 &5010 66 J.O. OR W.O. NO. 1 :rtotJ. n ... STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION €i GROUP CALCULATION NO. OPTIONAL TASK CODE u. {)'L ~ l Ar-r~ A P~ ~~ ,;.,......,.__ Lo11-ts 1-z..-3 ~A PAGEL }¥ \(o -rt· 1.-/1.) rr· u-16 .r-f ~ }·~ J H -4 -2 0 2 4 6 8 10 12 14 16 18 20 22 sum ('· ... ·· .. : . . ~ ::-~ \,., ... Basic Data for tides P(y) f (>:) (P ann. o.oo5\ o.oo155 0.015 0.00173 0.028 0.00191 0.038 0.00215 0.045 0.0024 0.050 0.0027 o. 055 o. oo:3 0.055 0.00335 0.055 0.00375 0.053 0.0042 0.046 0.0047 0.035 0.0053 0.018 0.0059 0.004 0.0066 0.502 0.0074 0.0083 0.0093 0.0104 0.0119 0.0137 0.016 0.0185 0.022 0.027 0.033 0.043 0.06 0.098 0.21 }·~ l<cv l HBTED .. UG 2 G 1986 u.artstlan f· A2. R. tsunami F'(y) lambda ----, 58 1.7708E-07 -1.7708E-07 56 1.9766E-07 -1.9766E-07 54 2.1824E-07 -2.1825E-07 52 2.4570E-07 -2.4570E-07 50 2.7430E-07 -2.7430E-07 48 3.0864E-07 -3.0864E-07 46 3.4298E-07 -3.4298E-07 44 3.8306E-07 -3.8306E-07 42 4.8046E-07 -4.8046E-07 40 5.3779E-07 -5. 3779E·-07 38 6.0663E-07 -6.0663E-07 36 6.7551E-07 -6.7551E-07 34 7.5592E-07 -7.5592E-07 ""':!"'? ·-·~ 8.4789E-07 -8.4789E-07 30 8.4789E-07 -8.4789E-07 28 9. 514i~E-07 -9. 51i~4E-07 26 1.0666E-06 -1.0666E-06 24 1.1934E-06 -1.1934E-06 22 1.3666E-06 -1.3666E-06 20 1.5747E-06 -1.5747E-06 18 1.8413E-06 -1.8413E-06 16 .., .... 1316E-06 -2.1317E-06 14 2.5394E-06 -2.5395E-06 12 3. 1246E-06 -3.1246E-06 10 3.8307E-06 -3.8307E-06 8 5.0173E-06 -5.0173E-06 6 7.0634E-06 -7.0634E-06 4 1.1774E-05 -1.1774E-05 .., 2.6909E-05 -2.6909E-05 ..:. 0 1.0000E+OO }:: -4 0 .-. .:.. 4 Er !:: Hl 1 .-, _L 14 16 1':' •.J 2':' 22 / A~t A CALC ls8oo.1~-\-l-St. ~ev \ f.A~ Ca.se of z = Co\'respc•nds t.Ct f ( ::-::) z-::<=y 0 o~:ts ~:~ (l l.S (~. ()2!:~ 0 ,;,:3:3 ,:, .. '34.5 ~3 ~:"s':' ~). (t~ . .s 0 oss (l (l.5S ,:~ . ,;,.:,:::: (l 'ME. (l . (r3.S (l 4:) 1 ::: 0 4;H)4 TOTAL TOTAL Ct:-l ._,,_t .56 E~4 .52 t·'=' 4::~ 46 44 j·-:· ,.,;.. 44:) :;:!:~ :36 ::::4 :~:2 .54 4(' .-1-., .:..tl F'( y ) 1 7708E-07 1 '3766E-07 2 1:::24E-07 .-. .:.. 4.S70E-~n 2 7 4:3':'E -() 7 ·-:1 ·-· 0864E-(l7 ·:· 42'38E-4)7 ·-· .-, .. ) ::::~a)6E-: -~' 7 4 8(,46E _,:,7 s .3779E-07 6. ,:,66:3E -(!7 6 7S.S1E-07 7 .s.s·32E-4)7 .-. r:l 4 7:3'3E -4)7 ( hO!..Il~ 1 Y) ( Y2-3T 1 y) flF'l2 1. 77~)::;E-('9 .s . t32l3:::E -(,'3 1 . 2222E-: -4)::: 1 . :::E. 7:3E -4)::: 2 . 4E,:::7E -4)::: :;; . ();::t,4E -~)::: :3 . 772;::E -4);:; ll. 21 :~:7E -(J::: -~~ . 2~::.5 i E -(;;:; S . 7(H)6E -4::1:3 s . se 1 oE -~:~::: 4 . 72~:~E~E -t)::: 2. 721 :;:E -();:: 6. 7831E-t)'3 NOTED .·.u~3 ~ 6 1986 U.Ctirlstlas ::-:· -4 .-, -L 0 •"") .:.. 4 t. ,-, ·=· 10 1 -.:::. 1 4 • t. l 1 ·=· ·-· 20 22 A~P A. CJ..Lc \s&oo.c2.-\4-'5"2 Rs" l p, A~ NOTED .·.u 1J ~ G 1986 u.ctirlstla~ f ( ::<) (l. oos ~:l.01.S (). ')2::: (l . o::::::: (l . 04.':;. o. e.':.(l 0 . (l.~··'=· 0 . o.s.s 0. o.c:.s (). ~).S::: 0.046 0. o::::.s 0. 01::: ~:l. 004 z = z-::-::=y TOTAL TOTAL S4 hC>Ui' 1 Y yeal'ly f:*:P:f:2 2. 1 ::C4E -0'3 7 . :::7~)'3E -(;'3 1 . s::=:t. 1 E-o::: 2 . :34.56E -(~::: :;: . (':::t.:::E -4)!:~ ·:r ~:•·:'f'li-=,F-'" _,:;::: :~:: 2;3.5 i E-~~,:~: .5. \31.S7E-,,:,::: E .. E~72'3E-: -4:,::~ 7 . 1 t.~ME -(lS E .. '3f:.4.r:.E _,:,::: .5 . '3:~:.S2E -~)f:: ·:, ,:, ~ ·-::· Ll F"-,:, ;:: ~ . c ·-1'-1 ~t:.;:: _,:,.; l • ,_, ·-~ -· f,. :3492E-,)7 4. 67 4'3E-(l3 }:: -4 -2 2 4 6 H' 12 14 ; .: J. ,_, 1Q ·-· 20 .-,.-~ ..::.L Case of z = 44 Corresponds to 30.37 f(x) z-x=v PCy) f ::~::P:t.2 0.005 48 3.0864£-07 ::::. ,):::64£ -09 1 ~)2~::·3E -\:,:3 2.14S1E-,)8 0.015 46 3.4298£-07 0.028 44 3.8306£-07 (). ():3::: ,;, . ~,45 0. o.s':' 0. ')S.S 0. (;S.S (;. '}S.S '). ':Mt. ~3 . (l:3.S 0.,)18 ~:; . ,;;(;4 TOTAL TOTAL 42 4.8046£-07 3.651.SE-08 40 S.3779E-07 4.8401£-08 38 6.0663E-07 6.0663£-08 36 6.7.SS1E-07 7.4306E-08 34 7.5592E-07 8.3151E-08 8.4789E-07 9.3268E-08 30 8.4789E-07 8.9876E-08 28 9.5144E-07 8.7S33E-08 26 1.0666E-06 7.4663£-08 24 1.1934£-06 4.2963E-08 22 1 . :3E~E·6E -~:H:, 1 . ~:,l3:3:3E -(;::: ( hOL~P 1 Y) (yea!' 1 y) 7. 37H;£-(q 6. 4362E-0:3 ::< -4 -2 0 .-, L 4 F ..! 1:1 ·-· tc.; 1 ·-:.t J.L 14 lE, 1::; 2() .-1.-t .S:.:.L . ' ~ .. .. ' . . . ,; __ .' APP A f'· AG, Ca.se tJf z = Col' responds t.o NOTED · • v: r; 6 1oa5 · · ~ ~ .... """ :J. T.Cbrislf;:~ f ( ::<) z->=:=y F'(y) f :t.P:t2 ,;, . O(,.S 44 3 . ::::=:,:;f.E _,:,'3 1 . 4414E -(;::: ::::. 0116E-~;J::;: 4 . 61 ~)4E -08 6 . 07'3E.E ->)8 7 .. S5'32E -():=: ~3 . :32E~~::E -4);:: O.(HS 42 0.028 40 .5.3779£-07 (;. 04.5 ,3. eso '). ~)S.S 0 . ~)55 ,;, . ':tS.S ~:; . 05:3 \:) . 046 ~:; . ,:,::::s ':' -4) 1 ::; ,;; . \){M TOTAL TOTAL 38 E. . (:.f,E,:~:E -07 36 6. 7S51E-(~7 34 7.5592E-07 :::. 4789£-()] 30 8.4789E-07 9.3268E-08 28 9.5144E-07 1.0466£-07 26 1.0666E-06 1.1:306£-07 24 1.1934£-06 1.0980£-07 22 1.3666E-06 9.S662E~08 20 1 . .5747E-06 5.6691E-08 18 1.841:3£-06 1.4730£-08 ( rt~x~i' 1 Y) (yearly) 9. 11'99£-4)7 7. '3572E-(l3 ::< -4 -2 0 .-. ..:.. 4 c ·-· ~=· ·-· 1(l 1·-:· ..:... 14 1 E· 1::: 2':' --~·-~ .t...L (:ase C1f Z = Col'i'esponds t.o :34 f 1. ::-:: .l z-::·::=y P(y) 4). 4::HJS 0. ':H.S ') . ,:,2::~ 0.0:38 0. 4)45 () . ,:,.so 0. 4:l5.5 (). o.ss (l . ')5.5 0.053 0.046 ~:,. ():3.5 0. ,)1 ::: O.O'M TOTAL TOTAL :;::;:: 6. Ot.t.:3E -(17 36 6. 7.S.S1E-('7 34 7. SS'32E-f17 :32 ::: 4 ?;::~3E-~,7 ::::o ::: . 4 789E -(l7 28 '3 . .S 144E -07 1 . ,:,6f.E.E _,:,6 24 1 . 1 9:34E -(;f. 1 . 3666E -(l6 20 l.S747E-,)6 1::: 1 . :::41 :;:E-06 16 2. 1:316E-06 14 2 . .S:394E _,::,6 12 :3 . 1246E -\::16 ( hot-ll' l'f) (yearly) ?·A? HOlED · l'f' rj 6 f :f:P:f:2 E. . \)6t.:::::E -09 2 . 026.SE _,;)::;: 4 * 2:3:::!2E -()~:; '3 . .S 144E-,)8 1 . 1 7 3:3E -l.) 7 1 . :~: 12::;E -(; 7 1 .. S(!t:::;:::;E -(~7 1 . E:6 *32E -() 7 1 . 694,)E -07 1.4922E-07 ·:;. 1 A2~:;E -(,::; 2. 499E-E-<)!:! 1 . :;:,:l.S4E -(H:. 1 . 137t)E-02 · · ... '·~· ..... 1986 :l.T.Chrfsll:~ >~ -4 -2 0 2 4 6 8 10 12 14 16 18 20 22 APP A CAL.C... l5'BOO.l2.-~-52. 1<EV I AS, r . NOTED ... tJ'J ~ 6 1985 3.T.Cbrtstt::~ Case of z = Cor-r-esponds to f ( :·:) :z-x=y 0.005 34 0.015 32 0.028 30 0.038 28 0.045 26 0.050 24 0.055 22 0.055 20 0.055 18 0.053 16 0.046 14 0.035 12 0.018 10 0.004 8 TOTAL TOTAL 30 16.37 F'(y) 7.5592E-07 8.4789E-07 8.4789E-07 9.5144E-07 1 • 0;S66E -06 1. 1934E-06 1.3666E-06 1.5747E-06 1.8413E-06 2. 1316E-06 2.5394E-06 3.1246E-06 3.8307E-06 5.0173E-06 <hour-1 y) (year-ly) f*F'*2 7.5592E-09 2.5437E-08 4.7482E-08 7.2310E-08 9.5995E-08 1.1934E-07 1.5033E-07 1.7322E-07 2.0254E-07 2.2595E-07 2. ::.363E -07 2.1872E-07 1.3790E-07 4.0139E-08 1.7506E-06 1.5218E-02 /\Pf A Cta.\.c. I.S8oo,,-a. ·l..\-S2. \(e.v I ' Case of z = 28 ,,: .\ \ \ Corresponds to 14.37 ~' f ( }{) z-:·{=y P<y> f*P*2 -4 0.005 32 8.4789E-07 8.4789E-09 -2 0.015 30 8.4789E-07 2.5437E-08 0 0.028 28 9.5144E-07 5.3281E-08 2 0.038 26 1.0666E-06 8.1062E-08 4 0.045 24 1.1934E-06 1.0741E-07 6 0.050 22 1.3666E-06 1.3666E-07 8 0.055 20 1.5747E-06 1.7322E-07 10 0.055 18 1.8413E-06 2.0254E-07 12 0.055 16 2.1316E-06 2.3448E-07 14 0.053 14 2.5394E-06 2.6918E-07 16 0.046 12 3.1246E-06 2.8746E-07 18 0.035 10 3.8307E-06 2.6815E-07 20 0.018 8 5.0173E-06 1.8062E-07 22 0.004 6 7.0634E-06 5.6507E-08 TOTAL (hour! y) 2.0845E-06 TOTAL (yearly) 1.8094E-02 / APP A. CAlC.. \ s8oo.1 t-'A-sa ~'E.v f· A\o I ' Case of 26 • z = Norm i ··"\ 0 6 · · -' . :.' ._; 1986 :l T.Ciuistf:~ Corresponds to 12.37 X f (X) z-H=y P<y) f*P*2 -4 0.005 3() 8.4789E-07 8.4789E-09 -2 0.015 28 9.5144E-07 2.8543E-08 0 0.028 26 1.0666E-06 5.9730E-08 2 0.038 24 1.1934E-06 9.0701E-08 4 0.045 22 1.3666E-06 1.2299E-07 6 0.050 20 1.5747E-06 1.5747E-07 8 0.055 18 1.8413E-06 2.0254E-07 10 0.055 16 2.1316E-06 2.3448E-07 12 0.055 14 2.5394E-06 2.7934E-07 14 0.053 12 3.1246E-06 3.3120E-07 16 0.046 10 3.8307E-06 3.5242E-07 18 0.035 8 5.0173E-06 3.5121E-07 20 0.018 6 7.0634E-06 2.5428E-07 22 0.004 4 1.1774E-05 9.4192E-08 TOTAL (hourly) 2.5676E-06 TOTAL <yearly) 2.2241E-02 C ·-. --.. ~ ··.'. _1: . "• .• "-~" }:~ -4 .-, -..::. ~~) ·-:· ..:.. .4 ... 6 ,-, l:J l(j 1 .-., ,;.. 14 1 E· 1!:: 2~) '":t•":t ...:....&:.. \. ,.: " . (:ase Ctf Z = .54 Coi"responds t.o f ( >::) z.-::<= y p(y) 4;;. ~H).S (;.(liS 4). ,)2::! ~). (t~;:3 0. ,)45 (;. t}S(; 0.0.55 ~:j . ':i.S.S o. ~).~ .. s ~:; . ,).S:::i 0. t:;4E. 0. 4);3.5 4).4)i:3 n. (H)4 TOTAL TOTAL 5::: (). 4)(l(H~lE +4;H) .56 4). 4)(H;H)E +':H) S4 (; t)(H)OE +(H) .52 0. (l(H)(;E +4Xl .~.4) 0. (H)(H)E H:H) 4.:=: 4;;. ')(H)(lE H;H) 46 0 . 4)(H;H)E +(H) 4.4 (l . 4XH)0E HH) 42 ') . ,;H)4;H:;E +(H;l 4,::, (;. ~:;(i,:lOE H:H) :3::: '). (l(H;H)E +(H) 36 0 . (i(H)(lE +(H) 34 ,;; . ,;H)(H)E +(H) hot.n" 1 i :> yea I' 1 y) f:t.P:¥.2 (; . (")O(~E +(H) 0 . (HXH)E +(H) ') . ')(l(H)E +(H) (;. 4;H;H)0E H;H;i ,;; . 4)()(H;iE +')4) 0 . (H;;O(lE +(H;; 0 . (H:H;H)E H:;(l ') . ,;;()(H)E +(H;; 0 . ,;;t;;(H)E +(H) (; . (H;H)OE HH) ') . OO,)OE H)') 0 . (l4;H)()E +(H) (l. 4;H)~)(lE +(H) 6. 7;:::31 E -~:)9 .s . 941 eE -(;.S ~· A\l NOTED .; . · (.; J ~l.T.Cbrfstl.::· ~:{ -4 -2 0 2 4 6 t:f ,_, 10 1'"':.' .,_ 14 i f., .L 1Q ,_, 2':' ·-t.-l .a::.L . ' ·-~ '. --~ Ca:;:;e of z = Co\~ l~esponds t.o f(x) z-x=y P(y) ,;; . ,;H}S (i . ~:j 1.~. (). \)2::~ i.) . ,;,::;:::: (;. 4)4.S ').OS~) 0 . ':l.S.':;. ~). (tS~S (). o.~ .. s 0. \JS:;: '). 'Mt. S4 ') . (l(H;;(;E +(H:) .s2 ~;;. o~:,cNE H)(l .~.(' \). (H)(H;lE +(H;i 4::: o . (H:jo~:'E HH:' 46 0 . (H)(H)E +(H) 4.4 (l . {)(l(H)E +(H) 4 .-, ..::. ,;; . ,;H)(H;lE +(H) 0. (H;l(H)E +00 :;:::: (l . ')O(H:lE +(;,;; 0 . (j(;(;,)E HH) (;. ,;H)(H)E +(H;; f· At'2.. f :¥.Pl2 '). (H)(H)E +(H;> ,;; . {;H;H;H)E +(;(; (l . (H),;H)E +(H) ,;; . (H)(H:lE +(~() (l . ,;H;H:lOE +()') ,;; . (H)(H)E +(;0 0 . (H)(H;~E H)() 0 . ':n;n)(;E HH:l 0 . O,;H)(;E +00 0 . (H;l(H)E +(H) \:l. (H)(H)E +(H) 0.035 32 8.4789E-07 8.9352E-08 0.018 30 8.4789E-07 3.0524E-08 0.004 28 9.5144E-07 7.6115E-09 TOTAL hourly) 9.7488E-08 TOTAL yearly) 8.5:363E-04 Norm . .~ . . ,, 10 · " ~ 0 .... 85 U.Ciu1stl~:: . \ ::( -4 _·-:· ..:.. (l 2 4 6 ::~ 10 1 .-, .. -.... 14 i .- J. t:l <j \:• 1 ,_, 20 22 Case of z = Cor!'esponds t.o 44 ~v I p. Al'3 z-::-::=:r Ft( y) \:!. (H).S f;. 01.S \) . ')2~=~ 0.0:38 (1. (14S ~:, . '3.SO O.OS.S (i. o.s.s o.o.~.: .. s ~:; . ~:;.s:::~ 4:) . 4)46 (l. 03.S 4) . ,;, 1 ::: 4;;. (HM TOTAL TOTAL 4B (l . (H:;H;H)E +(H) 46 (l . 00(H;)E +(H) 44 4) . 4Xl(H)E +4)0 4.2 4;t . 4;l(H)0E +(H) 4~) (1 . 4;l(l(H;!E +00 ::::::: (; . 4XtOOE +4)4:; :36 4) . 4)(H;l(lE +(H) :34 4) . (H;H:H)E +(H;l t) . (H)(H)E +(H) (l . (H)(H)E H)t) (1. 4;H)~)0E +>:H) 4;; . 04:l(H)E +(H;; 0 . t;H)t)(lE +(H) 4;; . (H)(H;iE +(H;l 4:!. 4;H;H;H)E +(H) t) . t;H;H;H)E +(H) 32 8.4789E-07 9.3268E-08 30 8.4789E-07 8.9876E-08 28 9.5144£-07 8.75:33E-08 26 1.0666E-06 7.466:3E-08 24 1.1934E-06 4.296:3£-08 22 1.3666E-06 1.0933£-08 ( hot~r·l y) (yea!' l y) ::::. 9l324E-~:'7 ~~: . 4 91 ~"2E -~):::: NOTED .,.1"\ 0 6 1 · ·-' 'J .....; .986 a.T.Cfufstl::~ .. ::{ -4 -2 () 2 4 h -· ::: H) 1 ·-:· ,;.. 14 16 1:3 2(~ 22 (.::~ ' ... / p. A\4- c:a·:se tJf z = Corresponds to 26~37 flxJ z-x=y P(y) 0.005 44 0.0000E+00 0.015 42 0.0000E+00 (;. 02::: ,, . ,):3::: 4~) ,:_1 . \)(H;n:~E +0(~ ::::::: 0 . 0(H)f!E +(H) :36 (). (H:HX)E +(H) :34 (l . (H)0(lE +':K1 :32 :::. 4 7::!9E -4)7 3(l :3. 4 78'3E -€l7 2t: 9 .. 5144E-4:.;? 1 . ':1666E -(16 1 . 1 934E -06 24 f :t:P:*:2 ') . ')(H),:1E +')i) 0 . \)(H),)E +\)4) ,;, . ,;l(H;H:~E H)4:1 ,;; . ,;H)0(lE +(H) 0. (H;!(H;lE H)(l (l . (H)(H;lE +(H;l 1 . ,:,466E -(q 1 . 1:Xl6E-07 1 . w3:::oE-o7 '3 . ~SEt62E _,:,::: 0.04.~. (I. 0.50 0. (t5S (;. ~}5.5 (;. ').SS ,;, . O.S:3 ~). €~4E. ,:, . ':13.5 ,),(;1::: ':~. 'Xl4 20 1 . .S747E-06 S.6691E-08 18 1.841:3E-06 1.4730E-08 TOTAL TOTAL ho1_41"1 y) yeai'ly) E,. :::11 ::::E _,:,7 .S . '34 9(;£ -03 NOTED :. U G :J 6 1986 :J.T.Cbrfstt::!l • ::-:· -4 -2 ,;, .-, £. 4 6 ::: 1 ~) i -.. J.O:: .. 14 1 t• 1 ~=~ ,_, 2':' 22 At s-f· HOTED . ·.1JC: ::2 6 1986 ~.T.CIIrlsll::n (:r:~l~ P esF'•:.rpj·s t.1:s f ( ::<) z-::.::=y ,;, . ')(l.S ~).01.5 ~) . ,:,2::; ~:; . '):~;::! 0. ~)45 ~:; . ':l.S(; ,;, . (l.SS (i . (!.': • .S o.os.s ~). ,}5:3 ,;, . 046 . ,;) . 03.5 ') . ,;, i ::: 38 0.0000E+00 0.0000£+00 36 0.0000E+00 0.0000E+00 34 0.0000£+00 0.0000£+00 32 8.4789E-07 6.4440E-08 30 8.4789E-07 7.6310E-08 28 9 . .S144E-07 9 . .S144E-08 26 1.0666E-06 1.1733E-07 24 1.1934E-06 1.3128E-07 1 ·=· ,_, 14 1 . :3666E -(H_:. 1.S747E-06 1 . 841 :;:E -OE· 2. 1316E-~:;6 2 .. s::::l34E-,)f, 1. Er6;32E-4)7 1 .6940E-07 1 . 4922£-{)7 '3 142,)E -08 0.004 12 3.1246E-06 2.4996E-08 TOTAL hourly) 1 .2368E-06 TOTAL yearly) 1.0776E-02 Af¥' A. CJ..LL-15ge(:) .12 -1-t ·St. Rev l P-~ HOlED 6 i986 U.Cbristlz: Case of z = 30 ,, Corresponds to 16.37 X f ( )·( ) z-}·,=y P<y> f*P*2 -4 0.005 34 O.OOOOE+OO O.OOOOE+OO -2 0.015 32 8.4789E-07 2.5437E-OB 0 0.028 30 8.4789E-07 4.7482E-08 ,..., 0.038 28 9.5144E-07 7.2310E-08 ..,;. 4 0.045 26 1.0666E-06 9.5995E-08 6 (l. 050 24 1.1934E-06 1.1934E-07 8 0.055 22 1.3666E-06 1.5033E-07 10 0.055 . 20 1.5747E-06 1.7322E-07 12 0.055 18 1.8413E-06 2.0254E-07 14 0.053 16. 2.1316E-06 2.2595E-07 16 0.046 14 2.5394E-06 2. 3363E-()7 18 0.035 12 3.1246E-06 2.1872E-07 20 0.018 10 3.8307E-06 1.3790E-07 22 0.004 8 5.0173E-06 4.0139E-08 TOTAL (hourly) 1.7430E'-06 TOTAL (yearly> 1.5153E-02 ( . ' .• /~· .. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 J 43 44 45 46 &5010 65 J.O. OR W.O. NO. 1 s-eo fl. ?"'L STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER ~8 DIVISION e;. GROUP CALCULATION N\). OPTIONAL TASK CODE PAGE_/_ H 5Z. R,v-. \ : ~ b F; l~. < .~-.... '~ \' ~- .; ,;~ .. ' u·l c 3 ::-:: -t, .-·. 1··.) t·.) ,._.. ,_.. .... ~ t-• ,_.... I I .'··. 1··.) ·:S:· (O cr-. ~ t·.) ·s:· e:o •:r' ~ t·.) ·~· 1·-.) .a:::.. ··-·· --+, 0 -+, --; ????????000000?7~ (n •:S:• •:$:· •:S:• •:S:• •:S:• •S• ·S:· •:S:• •:S> ·~· •:S:-•:S:· ·:S:· ·:S:· · ..... · ..... · 00,_..0~~~~~~~0N,_..0 ~ N~00~~0~~~0~oooo~~ ro Lfl '"1J •:S:• ·:S:· •$• ·:S:· ·:S:· •:S) 0 0 00000000000· 00· . w ·:S:· •:S:• • •:S:• •$• . •:S:• . . . . . . . •:S:• ·:S:· •$) . ·:S:· ·:S:· ·:S:· ·~~:· ::i •S:.• • •:S:• . ·:S:· . . ·S:· . •:S:· ·:S:· •:S:• •.:$:• ·:S:· •:S:• •$• •:S:· ·:S:· ·:S:· •:S:. •S:• ·:S:· . •:S:· •:S:· .:s:· •:$:• ·:S:· •:S:· :::; •:S:• . •$• ( • .) ·S:· •.:$:• ...... ·:S:· t-'• .......... ....... •:S:• •:S:• ·S:· •:S:· •:S:• •$• •S:• ·:S:· (·) (·) ·:S:· .:;;. ·:S:· t·.) .................. t--'-• -~0~WNN00,_..0,_..0~00~~~~~~~00NN,_..~~~ ~~m0~~N~m~~~w0~~~0~N~~w~~~-0~ ']> '0 "'t) (JJ () I:JJ p !l.' f\ IJ'I f-0. ,-, C!~ !l! .-+· 0 -o !l' 0 :.J .·-. ·...:: ··-·· >:: _,., ,_..,_..,_..,_..,_..NNNNNW0000~~~~~~~~rn~ 0 0N~m000N~~000N~m000N~~000N~~000N~~OO ~ , ...... ,_..N,_..~~W0NN,_..,_..,_..,_..,_..~OOOO~~m~~0W0NNN,_..,_.. ~ c 0~-0000,_..~,_..oo~w-0~~~~~000000~0~~-~~ ~ 00~m-OON00~~m~m-~~~~m~00NOO~~OO~~'"IJW 0~NW~~~~--~~0m~oooo~~m~~0~m0~Nmo~3 0~-~0~m~~w~m~m~~~N-0~mmoo~oo~~oo~~ mmmmmmmmmmmmmmmmmmmmmmmmmmmmmm~ + I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 000000000000000000000000000000 0~~mmmmmmm~mmm~~~~~~~~~~~~~~~~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ....... N-~rnW0NN,_..,_..,_..,_..,_..~OOOO~mm~~0WWNNN--W . . . . . . . . . . . . . . . . . .. 3 ~-oooo-~-oo~0-0~~~~~000000~0~~-~~u 0~m-OONWW~~m~m-~~~~m~00NOO~~OO~~Q ~NW~~~~--~m0m~oooo~~m~~0~~W~Nm0w ~-~0~m~~w~m~m~~~N-w~mmoo~00~~oo mmmmmmmmmmmmmmmmmmmmmmmmmmmmm I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~~~**~~*~*~*~~~~~~~~~~~~~~~~~ ~ :c I {/1 (\) ~ < '""!J ~ f :z: ~ a • . .:: C') [-._") 0> i ~ h i "" .. \ -4 4 20 C:B.·5e s)f z = (;,_:. l"' ,~espl:t\1!j~.; t.c• 16.:37 f ( ::-=:) z->=:=y f'(y) 0. (H).S 34 7 . .S.S92E-07 :::. 4 n::·3E -,:17 ('. \)1.S :~:2 (!. ()28 0.0:38 ~). 'M.S ,;, . ~tSO () . (!.5.5 ~' . ().5.5 ~) . ').5.5 t'. ,;;_s:::: ~=~. 046 ~=' . o::::.s O.(H::: 0. (H:!4 TOTAL TOTAL :3') 8 . 4 78'3E -(; 7 2::; '3 . E.144E -~:; 7 26 1 . 06E.6E _,)6 24 1 . 1'3:34E -06 22 1 . :3666E _,;,:. 20 1 .. ~.7 4 7E-fH:. 18 1. :341:3E-06 lE~ 2. 1:31E,E-\)E~ 14 2 . .5:3'34E _,)6 12 :3.1246£-,:)6 10 :::: . 88'37E -06 8 S. tH 73E-,;H:. (how· 1 y) (yea\~ly) 7 .. S.S'32E-(l9 2 .. 54::::7E _,;,::: 4 . 7 4:32E -~:;~:! 7. ;~:31 ('E -4)!:! ~3 .. 5'3'3.SE-08 1 . 19::::4£ -()/ 1 . .s,;;:::::3E -f:J7 1 . 7::::2:2£ -(;q 2.02.54E-07 2. 2S'3.SE-07 2. :3:36::::E -~:;? 2. 1 !:!72E-l)7 1. 4(H)3E-':'7 4 . o 1 :39E -o::: 1 . 7.527E -(!6 1 . ~.2:3t.E -(r2 !tOTED . . 'j · ~ 2 6 i986 U.Cbrlstlat ::< -4 -·~· i.. (J .-, L 4 6 ~=: i 0 1·-::· 1 ,1 ... lE~ 1 ,-, ·=· 2,:, .-,.-, L.L A. Pi' S CAL.c. \ S"&o.1'-.-~-SC. ~ \ p. &4-NOTED '.' ~ ~ t> 1986 1T.Chrlstlar. Ca.-:;e of z = Corresponds to 14.37 f(x) z-x=y P(y) 0.005 32 8.4789E-07 --i-~~ •,:_· .. ri.-., .• ,:_ •• ~_~E-r_A~ ... ':' . ':~-.';:> • .:.~:' .1.1. -, ., '~ 0 ')2::: (' . (' :~~ ::~ ,;, . (l45 (;. 050 (l. 05.5 (~. (lSS 0.05.5 (' . ')-~,:::: ('. ~;4E, o. ~x::.>:. (;. (~ 1~:: 0. (H)4 TOTAL TOTAL 2::: 9. 5 144E -07 2E~ 1 . ')E,f,E,E -(H:. 24 1 . 1 '3:34E -(H:. 22 1 0 :;:E,f,E.E -(,f, 20 1 .. 57 47E-(l6 1 ;:; i . :::41 :~:E _,)f, 1E· 2. 1:~:1t,E-~)f, 14 2 .. ~.::::·34E -(lf. 12 :3 0 124E,E -t)E, 1 (; :;: . ~:::::'37E -(,E, ::: 5. (ll73E-06 t. 1 . ot.::::4E -ot. h01....11•l Y) yea.r 1 y) ::: . 4 ?;::·3E -(19 2 .. ~.4:~:7E _,)::: .5 . :~:2::: 1 E -(;::: ::! . 1 (H:,2E -()!:: 1.0741E-07 1. 3t.E.E.E -07 1 . 7:322E-('7 2 0 ')2.S4E -~):~r 2. ::::44:::E-07 2 . E/31 ::~E -('7 2 . ~::7 4E~E -('7 2 0 722!::E-('7 1 0 :::,:1E,2E-(;7 s.t.S07E-o::: 2 0 ('~:~:::6E -(,f, i . ::! 1 :~:,)E -':'2 • .. :=< -4 -2 () .-. L 4 t. !3 1 (l 1.-. ..:.. 14 16 1::: 2~) .-.. -. L.L. case of z = Col' l' espon,js h) 12.:37 f ( ::<) z-:=·=:= y Pfv) . . ~ . 0. ~)(,5 ~). ~:)1.':;. 0. ~:,28 ,;; . ():~:::: (l . (t4.S ':' . ':H:. ':' ~). ~).5.5 o. ,;,s.s 0. (l.S.S (l. ').5:3 (l. ,;)46 '3 . ~:,::::s (' .{H:3 0. ,;,(l4 TOTAL TOTAL 30 8.4789£-07 8.4789E-09 28 9 . .5144E-07 2.8S43E-08 26 1.0666E-06 5.9730E-08 24 1 .1934E-06 9.0701E-08 1 . 3666E -':H:. 1 .. S747E-(l6 1. 841:3E-,)6 16 2. 1:316E-06 14 2 . .S3'34E -(l6 12 :::: . 1246E -4:l6 1 (' :~; . :::;::•37E -€'E' ::! 5. 4)17:3E-~1E. 6 7. (l634E-(l6 4 1. 1.521E-o.r:. ( hOUl' 1 Y) ( ye21.1~ 1 Y ) 1 . 22'3'3£-(;7 1.S747E-07 2. ':;2.54E-(;7 2 . :;:44;::E -':17 2. 79:~:4E-4:j7 ~:. :312(lE _,:,7 :::: .. f::,?:::.SE-97 :~: . .5121 E-(l7 2 # .S42~=:E -4)7 9. 21 t.9E -(1;:; 2. 571 ,;,E -')6 2. 227(lE-,:l2 NOTED , · ., f t.: 1oa5 . . _ J ...:: v • .., l T.Cbrfslla r. ·.4· ··' -4 .-. -~ 0 .-. .:::. 4 != -· .-. '=· 10 t·-· .::. 14 16 t·=· ·-· 2~) .-,.-~ ..::.:.::. .. ' "~ >· .. (~::) Case of 16.:37 f ( ::.::) z-::<=y Ft( v) . , . f :f:Fi:¥.2 0. (H}S O.,:ll.S ~). ~:,2;3 ,;, . ':t38 (i . ,:,4.s ,:;) . (l.S';' ,:, . os.s o. >).~ •. s 0 . (l.S.':. ~=' . ,:,s:;: ~='. 046 \) . 4):~:t. ~:;.('1~:; O.(HM TOTAL T<)TAL ::~. 47::~'?-E-<:;7 :3(l 8 . 4 78'3E -(l7 2::: '3. E:.144E-~)7 26 1 . 066t'.E -(l6 24 1 . 19:34E _,::,6 22 1 . :~:Et6E~E -~~6 20 1 . S 7 4 7E -\)6 1 •::0 ·-· t.::!4l:::;E-~:;t1 16 2. i:316E-,:l6 i 4 2 . .5394E -':l6 12 3.1246E-06 1 () :3 ~ ;:;;:;'37E -€'6 ::; .s. (; 1 7:3E-:-(;6 ( hou1~ 1 y) ( year·l y) 0 . (t(H:H)E +(H) 2 . 54:=:7E -(,::: 4 . 7 4;::2E _,)::; 7 . 2:~: 1 ('E -(,;:! ·3 .. s~3P3~SE -(,::: 1 . 19:34E -()] 1 . .S(r3:3E -()] 1 . 7::::22E _,:q 2. ~):"2.':;4E--(;7 2. 2E:3.SE-(l7 2 . :3:3Et:~;E -(! 7 2.1:::72E-\:;7 1 . 4'::H::r3E-(l7 4 . ':' 1 ::::9E -~)::; 1.74.S1E-96 1 .. S171E-,:l2 \oM. Norm · .: ._· o !986 3.r.&brlsrr,~ tJ. 'BG, t.-9 ~ ~ . "' ..... --··;· ' ,. 45010.64 IFRONTI STONE & WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE CLIENT S. PROJECT J-/vlr CJ ~ /~ ck;t;_ -;::;.a,~J APA 8ra.d)~ ~l.t;_ CALCULATION TITLE (lmficative of the Objet.; -Af~,.~.ka.. bJvU"SJo-.. CDI'1C!L;1 )-j,lr-J-lJ~ /,~ Ct,..-.rrr:.,J CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE /5800·/Z 1-1 Dss- *APPROVALS-SIGNATURE E. DATE REV. NO. PREP A RER (S)/DATE (S) REVIEWER(S)/DATE (S) INDEPENDENT · OR NEW REVIEWER(S)/DATE(S) CALC NO. Myrl J:;~l<-a~ D I. A":J B~ S,m. Jl~li'G t-~/;(. 'It / ;.-/7 --~ ~.1-\\JGt\8 Myr I hJ L I 0v~L'( l ~~~ 23 FC-J> ~· ~I ~, li .f 19 ~.; \f. HU~l'\6'5 ~ 2.. ~}Wr "TLiLY I\~ 8 I -., fP. 2.0 -'1-1 I'Z -14,.87 ~J~ &r'L\11~ A1'w~ 1\PR ~ ~~~5 'f/lf/8'/J 3 f .-tC.-4-t DISTRIBUTION* I I PAGE 1 OF t:f4 ( 4-5 SltE:er T!il"AL QA CATEGORY (v') 0 I-NUCLEAR SAFETY RELATED on om~ /lyko o'fHER OPTIONAL WORK PACKAGE NO. SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (v') OR REV. NO. YES NO /' -·~ --.. ---~-~-- ~ r./"" / I COPY GROUP I NAME & LOCATION : COPY I SENT GROUP I NAME S. LOCATION I SENT I (y') I I (../) RECORDS MGT. I \iRE \1t.E-DENutt\ I /(li'E'I o1t,z.&l) I I FILES (OR Fl RE I . I ~ 0,1,2.!.3) I I FILE IF NONE) 1 ORt&,-0o\3 Btf. R4.2_1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! ! I I I D /~ \ ' -,..__.·· 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 (-,, 20 . ~ \ ·. .• ~·. 2 I . _:." 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 /' 41 \ 42 -··' ' 43 44 45 46 &5010 65 J.O. OR W.O. NO. \5BoO.c..S REV\SroN 0 ~t=\Jl stotJ 1 "'EV\ )I OfJ 2.. REV\SION '3 STONE S. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE H 055 INDEX ?PtG-C: 2.. IS 20 t2.. PAGE~ ·CALCULATION SUMMAH Y REVISION .. , ~·~~·0~6~2--------------------~~~~~~~~--~~=---~~~--~~~~--~ . ., ' OBJECTIVE Of CALCULATION ~k..n-,.,...cz... 1--{~a..J.. "b41 1 J'f!-rJ ·~ 4 r-N ~ D tVL.r.5 I 0'\-. .5~ :Or a.. ~~_c..&f'~ d.~s~~ Aloe~..,._ A, E•siA.cfJ u 15l..L~ .Jo h.s.-.rc-0-f'' fJ-L -f-t.-rod'-a.... jr.,_~ bA-rn-a._f-~ A{ ... {,-. .::St ~. A ~ at. 1-vla.d. llr.S a.. br ~ f>'~ I .,Stf!<._J 1 ~ ~..f.c..r,Jj IJ C.,../~ ..,.G r -lA 1 S 11 a..t;~f '' • LCULATION METHOD/ASSUMPTIONS .:51...) £C.... c/..r ...... :u ~..J. I.SSD D -;:: Y -If i!-11-.....J. /I A ;4 ~r or tJl ~ ..:J r a--,_J el~v~~ of-I'J~ ?oo f oJleA-.:5 -}o Ut~ 15ra-J ( 7j . ....J ,_-1<-o 0 ~~a.J ~t~A,::'~ ..;.,;! l.j5;tJf::_"'j2;I• + kc, < '' /-br I ;bo;-1-1 '";) lj.,-t,J we J%1...,,-:l 755DO'-n 7? +~..w II"" "'-.;:;r-{Fro,..., s,/-1.. pre.~tf.r-.t'lo-c." 1-r•G.-f-}.J,.zsCJ ooo3 ~)for Af A-&ra--d. ~-·· f-.:,.lJL J:IJJro&c.J..nc. PrDJ 0 '711--1~ ,. Acu~J ';<, d t1,..tLflr.rt-/o., t .. ------- ( o ke4 .J /o...::J > -fl.,--o~ ~-d ( ' 'J Y.l1./r11~ ./14:>~ n::../~ ( ( \. '-· SOURCES Of DATA/EQUATIONS F I a. {Db~:.:,"" oJ S'rn .. l/ ~~.J .SI-ru.e.,~ Jy tiS B~ ..... of.:R~c./a;,...,_/,r>-. 1'778 t!dd-,o,..... t..) ... .fe...-~.s ".....-u-.S £"'j ,__.,..1:f ':J L.1~ 4 l=r~vt Z:-lvtl 197'1 d, / ....... Mt:..~r--.J -)-/, 1 I s l),.. ... ,.,..4jt!!. :Sir~ -J tJ.-kr~ bo·r 6...._,.,kj,~ b.:; t-l.w-~-e-b~.::,c...::;, .!5"-!> I j...,...._ ..J 0 ,-..;f-I)~ ~ r-At ... .s, k.ta-p 0~ ~ t '!7 ./;.......! r<-jiJ 0 rf -fi..J, I 9ts- A-/) A-&...s f-f-1t~,..._._ jL ...-_;;/-Pr"'"'-h CJL.S ;14 ·~ '4 /1T 6.,..-,,,..J/ ?~ t-fa, i!;-c;J. . ..f 0 J--P 1-/7C:, {I 17b J, h.:rv-..) 1 · Jo ~.:; CONCLUSIONS 14 -hr ;11rh~ .se.l~~ ~f-/ 17 /b.-sc.J,.~~c:... o / ~f./.:)1-1":::) fJor;d AyJr~ CA.. It Cj ;JrD ;;o.se.d 1?1aV\..S o/. reyw....lo..h.::r-JJj -/h 1.5 ~(c _ , REVIEWER (S) COMMENTS PillE PARER A rl 1-i!.lk.. REVIEWII!III/CHECIItER INDII!PENDII!NT REVIEWER DATE ~. \. 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 17 18 19 ,.,, "~ '"'· 20 ' . 21 22 23 24 2!1 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 ( 41 "'--· / 42 43 44 4!1 46 45010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER ' J.O. OR W.O. NO. !S'!JDO.[Z.. DIVISIO;; GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_.,3_ CJ:ss- -!he -fo 1/ ow '"'J ore.. ..fh e r-t:!. I e r-12-4A u...s : A-r~ = TT (_.b..-1z_2 2 / "'9- JJ~-~ .. Ju:.. =-·c_--o/,z..) /-:::. 1<.,a-d 1#..0 .,. 11 J-1 {[) ~ !8-l'SJfJ .. J (! .s-37 /"'1 ~ /8-13 IO / 1-/ 1~ pc}j t .J-n:>tA~I /_j .fro~ {f) ~1 tA. ~ f, OA. Z J pa J c .3-.3 Z kc -= 0,78 -ko~ {[) fl• /4 8 j)4ra... (_J) ~ ~ -=-· Oo J / J ~.s l-1 rY1 .,_ U hj rn t!.. a.S tA-r) J Or ~ 1 ..., a.. / :JrDt..L-11\d .s lu ~ o~ SiJ E C d~ 15500-F''(-II A .A JVl ~e._ VI c..,,~ 1 'j o 1-~e_ poo I o~le..+ C-~V~;,e{ , 1 as..s,.._~ r /-. :::::.-5 D , 6oS r 1 •n::a:: • c..el a...s )71:4!/t 1 ••tk tn•c... le-e; /{,A v+-/' pe ...f'hc.-/-M~'/ OL ~~J.. .fD ,oe-11\..e. k~-/e_ f)~IV, /0 loot n ~ "'-d, k.e_ w, .J..t.... a (;;H!.S 1-~ t d f-l.-o +-r--~~ o t.t- tJ~ z 11; I v ..s,c~..L ~top~ (~ as.su~j +h ~ H re:j..L~-1 red. o~ ~ f of-p' p ~ /..I.)J f I M .::q li\.. +a.'-.. ~fl f·P(_ ~~o~ }Wov:jh... ~ e~,, _ _..;.,r-e. ~~~e._ It! V' j .J-iA.. ~ lh e. C--o rr<! .. L.J-K a-"""'d. V\ a r-!_ w e.-J .{cr- .fi..e.. J.-'\ d, v, J~ c.-....se.s ,./ ,, ' ' c> ~·· 2 3 4 5 & 7 8 9 10 II 12 13 14 15 16 17 18 19 20 tx . :. 21 ~/ 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 ~' 42 / 43 44 45 46 &15010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J .. O. OR W.O. NO. I s-800 · I '2 DIVISION & GROUP H CALCULATION NO. OPTIONAL TASK CODE oss- )/ 15 So/ LfC.ci iJy . 1) &/w._-n'::J Q;;...u -/. -I'J AR z/3 .:S: ~z / - J-"1 z) &/~.Jah~ ~0 -=-Q~ / A~ ,co,-rrt!..S.5t....r< .f; o ~.J ( 1 c:. .h_._; 1 r, ;J ~ / ;""""") ~r Van o '-4J he-d.:; { 1-/) -/1.-L ~ Ot:..t !J ..:>~ d1.s~~ are c.a lct.~-/a-kd PAGE_!}_ v' :c [ o/ 0 +-ke 1-z~f~ 7. glz. { 2-J_) I~ v PIPE SIZE ( i ncbes) 12.000 u.ooo 15.000 16.000 18.000 ~P~Aki'SOK ·of' SEYEilAL PIPE DIAKBTSilS NJO ~ -y PIPE MATERIALS FOil VARIOUS HEADS · 1-ly dr,_.J' c_. AREA RADIOS D n ( tt"'"'2) ( tt) (steel) I CMP> 0. 785 V' 0. 250/ 0. 013 v 1.069" 0. 292 v 0. 013 .,... 1. 227.,. o. 313 .-- 1. 393 v 0. 333 v 0. 013 tl' 1. 767 / 0.375/ 0. 013 ,/ FOil FULL PIPE FLOI TBilOUQH EITIRE PIPE LEIGTB IHAT BEAD IS REQUIRED 01 TOP OF PIPE? Slope =.001 in all cases/ L•50 teet in all 8;(1+le+(29*L"'n"'"'2l/R**1.33)*¥"'*2/.2~ / le=0.78 for a square entrance to a pipe / 0. 02<1 / 0. 0.2' ,/ o. 0.2' ..; cases / ·' PIPE HATEilUL SIZE (inches) Q ' 8 (teet) STEEL CMP BUD 0.200 O.tOO 0.600 0.800 1. 000 I. 200 1. tOO 1. 600 I. 800 2. 000 2.200 2.t00 2.600 2. 800 3.000 3. 500 •. 000 <1.500 5.000 ( cf's) ( fps) --------------------------------------------------- 12.000 1. 129,/ 1. usv" 0.107 v u.ooo 1. 705 v 1. 595/ 0.120 v 16.000 2.U7/ 1.7t211' 0.13' tl' 18.000 3. 330 ,/ 1. 885 t/ 0.1 t8 / 12.000 o. 612 / 0. 779 tl' 0. 067 ,-" 15. 000 1. 109 .r 0.90t v o. 072 v 18.000 1. sot.; 1. 021/ 0.079 ,/ FOR PRESSUilB FLOI IBAT DISCHARGES llBSULT FROM MH!T BEADS? BEAD IS HBASORED FllOH TBE TOP OF TBE PIPE 12 IICH STEEL PIPI It IICB STEEL PIPE 16 IICB STEIL PIPE 18 IJCB STEIL PIPE ' Q: ' Q: ' Q: ' Q -----------------------: -----------------------: ------------------~----: ---------------------~- 1.967\/ 1.5Uif: 2.05811' 2.200 ...... : 2.131/ 2.968~~" I 2.191 v 3.87111" 2.782v 2.18to/ l 2.911V 3.112V I 3.0Uv ,,198v I 3.098"' 5,t75>" 3. t07v 2. 675 V I 3. 565 II' 3. 811 ~"" I 3. 691,/ 5. I U t1' I 3. 795tl' 6, 7051"' 3.93to/ 3.088,/ I t.117/ t.UI,/ : •. 262 v 5.937 .... : <1.382,/ 7.7t3Y' t. 398-' 3. t53 v : '· 603...... t. 920o/ : '· 765 v 6. 637" : '· 899 .r 8, 657,/ t.Stav 3.782.,-I 5.our/ 5,390~"': 5.220...-1.211.r I 5.367.,... 9.U3"' 5. 20, o/ t. 085 o/ I 5, U6 Y' 5. 822V I 5. 638 ,r 1. 85<1 v I 5. 797./ 10. 2t3./ 5.5UV ,,36711' I 5,822o/ 6.2U~~' I 6.027" 8.396Y I 6.197t1' 10,950,/ 5.901v <1.632,-I 6.175Y 6.601,.,-I 6.393,.,-8.905..-I 6.573.,.-11.6U,/ 6.220>'" t.88311' l 6.509/' 6.958" l 6.739>" 9.387Y I 6.928.,.-12.2U..- 6.52tol' 5.121""; 6.827./ 7.298./: 7.067" 9.usv: 7.267v 12.uo"' 6.8UV 5.3U"" I 7.131v 7.6231" I 7.382,.,-10.283" I 7.590V 13.t11"" 7.092rr 5.567,..-: 7.U2"'" 7.93tl": 7.68l.r' 10.703,...-I 7.900Y' 13.958v 7.360v 5.778v I 7.702...-8.233~": 7.973,;' 11.107.,.-: 8.198V U.U5'"' 7.618" 5.98o/: 7.972'"' 8.522'' : 8.253v 11.,96,..: 8.U5....-u.99f.V 8.22911" 6.UO ""J 8.611" 9.205/: 8.9u.-· 12.U7tl': 9.165...-16.195V 8.'191v 6.906" I 9.206v 9.841>' I 9.530"' 13.275"': 9.798...-17.313V' 9.331 .1' 7.32t,.,.: 9.7U"' 1o.tl8y : 10.108"" u.o8o.,. : 10.393.,... 18.3u.r 9.835/ 7.721/: 10.292/ 11.002,. : 10.655,.,-u.8u...-: 1o.9s5.r 19.357.r ·:) ; ......... lt' t1\ () u -~ 2\: D l1) '1 ~! ~ 0) ,~~ESSDRE FLOI IBAT DISCHARGES RESULT FROH RBAT BEADS? I~ ~ : .. j • ..... EA~~s HE&SDRED FROM TBE roP or TBE PIPE ,_:_,'r 12 UCB CMP I 1 S INCB CKP 18 UCB CHP I I I I BEAD I ' Q ' Q ' Q I ---------I I --------------------------------------------------------------------- 0.200 I 1. 3S1 .... 1. 060 v 1. S03 ,/ 1.8&&,/ 1. 628 -/ 2. 877-/ I 0.,00 I 1. 910v 1. SOOv 2. 12S v 2. 60811' 2. 303"" '· 069 ,.r I 0.600 I 2. HO"' 1.837v 2. 603 v 3. 19, v 2. 820" '· 983 v I 0.800 I 2. 702 v 2. 121 v 3. 006 v 3. 688.,. 3. 2S6,... s. 7S' ,/ I 1. 000 I 3. 021" 2. 371., 3. 360 ,.r '· 123, 3.U1"" 6. H3 ,.r I 1. 200 I 3. 309.,... 2. S97 v 3. 681V '· S17.,... 3. 988., 7. 0" y I 1. ,00 I 3. SH v 2. 806,/ 3. 976, '· 879, '· 308 ,/ 7. 612 ,.r 1. 600 3. 821, 2. 999, '· 2S1 v s. 21 s v '·60S,/ 8.138 v 1. BOO ,.0S2V 3.181,.r '·soar' s. S32 v '· 88S ,r 8. 631 y 2.000 '· 272 v 3. 3S3 ..... : '· 7S2 ,r s. 831.,. S. U9 ,r 9. 098 v 2.200 '· uo ./ 3. S17.,... I ,.9u" 6. 116, s. ,00 v 9. su v I 2.,00 '· 679 .... 3. 673.,. I s. 206 .... 6. 388 v S.UOY 9. 966 v I 2.600 '· 870 .... 3. 823 ..... : s. "8 v 6.6UV s. 871 .r 10.373"" 2.800 S. OS'-" 3. 968,/ : s. 623 .... 6. 899.,. 6. 092V 1 o. 76S v 3.000 s. 232"" '· 107, I s. 820 v 7. U1,.r 6. 306 y 11. U3 v I 3.SOO I s. 6S1,. ,.H6,...-: 6. 287 v 7. 7UV 6. 811 .,. 12. 036.,. I ,.000 I 6.0.1/ ,.7UY I 6. 721 v 8.H6" 7.282., 12.867 ,.r I I ,_soo I 6.U7"" S. 03(tV I 7. 128>" 8. H7" 7. 723 .,. 13. U7.,. I I s.ooo I 6.7Uv s. 302 ,/ : 7. su v 9. 220 v 8. U1 v U. 38S.r' I .~ ' ' ·;/ I -v, en a D -r ::t_ ~ v, ~ (I' c· . <, ••• 2 3 4 5 6 7 8 9 10 II 12 13 14 1:1 16 17 18 19 20 c-·--. ;· .. -:· 21 . ··I" 22 23 24 2:1 26 27 28 29 30 31 32 33 34 3:1 36 37 38 39 40 l 41 42 43 44 4:1 46 45010.65 J.O. OR W.O. NO. 5 oo . JZ- rle.ad C.fde+) s.o ~.e, ~A 4,0 J.l.. 3-Z z.B zA z.o I·" I· z. .e • .f STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE I-I 05=> H<!~ v~~ b ~~~a..-r:l~ S11J It!!.. R~e. 10 PAGE_2 /'5 (: .... ·:'\.' ... ' ' . lj' : ' "---~-) 2 3 4 5 & 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3!1 3& 37 38 39 40 41 42 43 44 45 46 A5010.65 J.O. OR W.O. NO. 15600·1'- fl~ {II-) 41 ..f,o 3.(.., 32. STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION fi GROUP ~-~~ I CALCULATION NO. OPTIONAL TASK CODE os-s- Dr 2 ti!J }5/1 C.M p Z.4 .z.o I. fa f.t .f; .4 I . './ / Q (c-l's) ID PAGE...5_ 15 ' ·~ 2 3 4 6 7 8 9 10 II 12 13 14 15 16 17 18 19 ( > 20 ·"-' 21 :J'' 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 '--w~·~~ ·-·--····-~·-• ., •• _~----~·-~• •-•·•··••·-·-·~·-•• -'-•··---..... -·•·.., ---···----•-•i---·-• ... -• ...:... ·-·-L·--•··-.:,._·-•----~ •, _ _,. STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ;;:..•=501=065;;;..._ ______________________ ..,....-----~·· CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE PAGE..9_ os-s--DIVISIOH GROUP J.O. OR W.O. NO. JS/300 · I"'Z- A 1-hd-~ ;"yX /..5 r~u.trc..d_ .;"" ~// /~ -Jh~ &./-,.,! p., d..Jj /SSoo-FY-71 8 ~ ~IIJ ~r a.. I~ 'f /./J ~w /'~ wrf{_ a_ c:Sr,,.,~/1 or-~~ //~e_ h.::rJer-v- -fl,e_ 6 rl ¥1~ / (j)/'•fU hs VI...) 4-dz._f<V / (,. f/,._c_kJ. ;J· /0 ) z ~~b 11 ./ z 'I;~ /( v 3/.., ,, ~ '1-J ~ -------- Dv-e-r-aL( L~~ ~~s-h./-==-6.4167'- ,/ ,/ ./ t.,J,oLft---C_z){~'') -rZ'/;1:/1 -= $5i,z~"~ -t9t9 1 Ar~ of-fto~ ob.sl--r-~e-kd by /'~ ~~er- -{hi~ ~,;/ CMP lay ~ t< A-./ -;:;;' ~--,--=- /or ~ C./YiP A~e1~ %11r+ -,rei. /,)~ d..::: 2 '/;~.'' ~ 3-'tf''.,_ ;4'1"' -Q.Z.9~'? I..-/ -n-ci-= D .C)3Z.7 v ' ' ... ;oe rings ( . '-PID~sr P'\6{£ · _ ... ustable swivel ring, split ring type fig~ 104 . "·· SIZE RANGE: ~ through 8 inch. MATERIAL: Malleable iron. FINISH: Black or cadmium plated; furnished black un- less otherwise specified. SERVICE: Recommended for suspension of non- insulated stationary pipe lines. MAXIMUM TEMPERATURE: 450°F. APPROVALS: Underwriters' Laboratories listed and Factory Mutual approved. Complies with Federal Specification WW-H-171 0 (Type 6) and Manufacturers Standardization Society SP-69 (Type 6). FEATURES: • Labor-saving features in installation completely out- weigh slight additional cost. • Hanger may be installed prior to erection of pipe. • Off-center hinge provides seating for pipe during erection. • Wedge-type locking pin is inseparably cast into hinged section. • Adjustable swivel ring is self-locking; prevents loosening due to vibration; maintains proper pitch of pipe. • Wire 1 retaining ring prevents separation of swivel shank from pipe ring before installation. ORDERING: Specify pipe size, name . loads • weights • packaging • dimensions (Inches) pipe max ...com wgt (approx) piece~ per I •fit.. lnaidt diam ala load, lboo lb per 100 carton A i B c D E ot ring. F ¥. 300 31 50 % 2~ 2% 371le 115f18 Pf18 1 300 32 50 % 2~ 214 I 3'11e 1¥4 File w .. 300 34 50 % 3 23ft a 3~ 111 ful 113f1a 11h 300 41 50 % I 3\111 23ft8 4'AI I 111ft8 21ft8 2 300 48 50 % 3'h 25/te I 411 fl6 113ft& 21h 2Y2 500 58 25 'h t 315ft& 2'h 5% 1~ 3 3 500 100 20 'h ' 4% 2% I 6'AI 2 3~ .3¥2 500 113 10 1h 4~ 2~ 6~ 2'111 45f18 4 900 174 10 % 513/te 39/te 81fte 2~ 413ft& 5 900 251 ... % 6% 3% 93fts 2"1ts 51511e 6 1300 384 ... ~ 7% 45/ts 10 15ft~ l 31h 71/ta 8 1800 ' 60S ... ~ 9\111 4~ 131h 3~ ! 91/te • With minimum safety factor of 5. ph-6 r'- \ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 /~ 20 \__:> 2 I 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 l 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .501065 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE J5800 ·It_ ~I OS~ ./ ./ A '::; . 78~-.IZ~ 7::: . C:,~/ 3 IZ" ~w.u..t:J. _ o·"''.! / _ I ./ 1<, .. • ruL -z"'" (.s) J-.CJ3 z. 7 -Q ' "z. 7 k ,--I 5 " t,.JVl p ,4 ~ /. ZZ-7-, IZ:~ 7 = j./o~ / IS'" reJ, I 7?~s··~ ~,-18, C./Vt p A ,23 , re.J. -;. t.4 3 3 7<,8. ~ -0· z." ,, ./ CMP ' PAGE_ll_ PIPE SIZE inches) 1 2. 000 15.000 18.000 HEAD --------- 0. 209. 0,400 0.600 0,800 1. 000 1. 200 • 1. 400 1.600 1. 800 2. 000 2.200 2. 400 2. 600 2.800 3.000 3.500 4,000 . 4. 500 5.000 6. 000 7.000 I I I I I I I I I I I I I ' I ' I I I I I I I I I I I ' ' ' t I I I I I ' I I I I I I I I I : ( '· fOR PIPES KITH THAN PIPES INSTALLED KHAT IS THE DISCHARGE fOR VARIOUS HEADS UNDER PRESSURE fLOH CONDITIONS? REDUCED REDUCED \iyf). n AREA RADIUS ( CHP) ( ft-'*2) (feet) 0.661 ../ 0.16) / o.o24v 1. 1 OJ o/ 0.227/ 0. 024 ,/ 1. 643 y o. 291 ,.,. 0.024.,..- FOR PRESSURE fLOR KHAT DISCHARGES RESULT fROH HHAT HEADS? HEAP IS MEASURED FROH THE TOP Of THE PIPE 12 INCH CHP ' 15 INCH CHP ' ' ' I ' I I v Q v Q I I -------~-~----------I ---------------I I I 1. 076 .,/ 0. 712 ../' 1. 287/ 1. 419./ : 1. 5;;;2 v 1. 006 ./ : 1. 819,/ 2.007./: 1. 864 ,/ 1. 232./ : 2. 228,/ 2.459v' I I 2. 152/ 1. 423,/ ' 2. 5 73 ..r 2. 839 v I I I 2.406,./ 1. 591 ,/ I 2. 877 ,/' 3.174./l I 2. 635 v' 1. 743 ...... I 3. 151 ,/ 3. 477./ ' I I 2. 847,./ 1.882-'' I 3. 404/ 3. 755 v I I I 3. 043" 2.012"' I 3. 639,/ 4. 01 5 v' : I 3. 228V 2. 1 35 v I 3. 860v' •. 258,/ I ' I 3.402,/ 2. 250/ ' 4. 068.,.. 4. 489,/ : ' 3. 568./ 2.360v' l •. 267./ •. 708 v' : J. 727/ 2. 465.-' ' 4.457.1' 4. 917,/ : I 3. 879 v 2. 56!>,/ ' 4.639./ 5. 118 ./ : I 4. 026 ,/ 2. 662 ,/ : 4.814./ 5. 311 ./ : 4.167./ 2. 756.-' I 4. 983/ 5. 497./ I I I 4. 501 / 2. 976 ./ I 5. 382./ 5. 938 ,/ : I 4. 812 ,/ 3. 182 ...... I 5. 754 ../ 6. 348 ,/ I I I 5.104"' 3. 375/ I 6. 103.1 6. 733./ I ' I 5. 380 .I 3. 558 v I 6.433./ 7. 097.1 : I 5. 893./ 3.897/; 7. 047 v 7.775v': 6. 365 ./ 4. 209 ,/ : 7. 611 v' 8.397./l C~' I .. ~' 18 INCH CHP v Q ------------------ 1.454/ 2. 390/ 2. 056..,. 3. J79./ 2. 519v' 4. 139" 2. 908 v 4. 779 v' 3. 252 v' 5. HJv 3. 562 V. 5. 853,/ 3.847-" 6. 322.,( 4, 113"' 6. 759,/ 4. 362 "" 7.169,/ 4. 598 v 7. 556,/ 4. 823 v 7.925,/ 5. 037.,.. 8.278v 5. 243 .1' 8.616./ 5. U1V 8. 941 / 5. 632/ 9, 255 o/ 6. 083.1' 9. 996 ,;' 6. 503\1' 10.686.1 6. 898" 11.335,/ 7. 271 ..... 11. 948/ 7. 965"" 1 3. 088 ...... a. 603 / 14.137./ .~ /' .._ ,/ ~ ~ \) () \ ....... ~ ~ C) 4 \ ~ ' ~ ···-··---·--....... --.... -· ......... ~·~·~---·--~ .... -·~---~--.· ___ _. ______ --_,_ .. ·-·-·--~ ...-.~--------~---··. ----· - '•• .5010.65 J.O. OR W.O. NO. S8 00 · 1'1- 2 3 4 5 HUct 6 (Jee-1-) 7 8 9 s;o 10 II 4·b 12 4·4' 13 14 -'~·" 15 16 17 J.IP 18 3·'2.. 19 (-:-~. 20 \:~>> 21 z.!1 22 zA 23 24 25 z.o 26 27 J.C, 28 1·2- 29 30 .~ 31 32 A 33 34 35 36 37 38 39 40 C: 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISIOH GROUP CALCULATION NO. OPTIONAL TASK CODE 05~ r/ea.J -'bl!>~e_ I o,-Z -IS"'' CM P ] l (_/) J5'1 CJ"\P I / 1/ PAGE& ~;-r~~~ -:p. ,0 .e. I (_Z) // JS'' e,MP J Q (c.+~) j IV I I ~J /h4~ ?.p~j 15 '•. ' ' I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 (-. <- ''* . ...:. ~ ... ,. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 \....> 42 43 44 45 46 ·~.·-······ .&501o.65 J.O. OR W.O. NO. !5l3DO ./ Z STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE 1-1 055 L.~ I <j.l ......... <::),.. "' ~-~{ ' ~l tll ~ ~l ~\.) L ~\;(} 0 ==Cd--1::. l\ ll) - \.u ~~ 1 '-J L ~(jJ ~~ 'l ~~ ~~ .......... < T -,., i T--0 PAGE /1 ,~ t . \ 2 3 9 9 10 II 12 13 14 15 16 17 18 19 'r:';~7 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 (_~ 41 42 43 44 45 46 .&5010.65 STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. /5800./'Z... DIVISION Ei GROUP H CALCULATION NO. OPTIONAL TASK CODE PAGELS_ 055"' 5-,t> +8 4.4 4·0 5.1. ,5.Z. z.& 'l.f z.o ,.~r. /.l. .8 .f- CJI!P ht~ ~~ dr-Dw.,.,. el~v: INC'-l.JDe;:; I#AW PI PG"S Q (_d-s) /0 .1 I u_,J 1-!5"~ C.MP f I-12 ~ CMP A/tJKA qLACI€R DllJcRSION 1-/C:AD VERSUS DISCJ..J!V<C,E CURVE IS '•. !! 6 7 9 9 10 II 12 13 14 I !.I 16 17 19 19 t 20 t 21 22 23 24 2!.1 26 27 29 29 30 31 32 33 34 3!.1 36 37 38 39 40 41 ~ 42 43 44 4(1 46 .5010.65 J.O. OR W.O. NO. /5800 ·''- tA3 ZA z,o 1-b 1-2 ·8 -+ STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE H D:S~ i / I .. ~ / .. to PAGELb ·• &5010.65 .. ~ J.O. OR W.O. NO. i ' \ . IS Do.J-r_ 2 3 4 s 6 7 8 9 10 II 12 13 14 IS 16 17 18 19 ---.· .... 20 f· . . . ~! 21 ~-.... 1' 22 23 24 2S 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 40 41 u 42 43 44 4S 46 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE J-1 os.s --./'" ~~1 ---~-/ ~ I (:l \ ~~~ \ j ~ (j \ ~ 1--1~ r.l " }~ \1( ~ 1--:::1) () 0': a ~~~ """ "' N .......... I ~ -!\} PAGE /7 CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .-.!kr1tl.61 IREVIIION I PAU o.ss I /8 I.J,O,/W.O./ CALCULATION NO, Js8-oo .rz II PRIPARER I DATI I REVIEWER /CHECkER /DATI 'INDEPENDENT REVIEWER/DATI 9U8.JECT I TITLE I QA CATEGORY I CODE CLASS ~~--------------------------------------------------------~------------------~ s:z .. ~ ' ' ' 1-'1 - 4.o- z.o- ,.z.. (_; .iJ I I 7. vrs-Q aVJ~ /'~~ /~~ ~ /yu_ -t ~ -H--<L / / :/ I ' ¥/ I 7 f!, l'q Q CI-.J . tv II I l ·' I I I I .. I . f l l IZ.. /3 Jf J -:5"' PIPE SIZE ( incbesl 12.000 14.000 16.000 18.000 liE AD 0. 200 0. 400 0.600 0.800 1. 000 1. 200 1 . .aoo 1. 600 1. 800 2.000 2.200 2. 400 2. 600 2.800 3.000 3.500 4.000 4. 500 5. 000 5. 500 6. 000 6. 500 7.000 .,, FOR PIPES KITH TRAH PIPES INSTALLED KHAT IS THE DISCHARGE FOR VARIOUS HEADS UNDER PRESSURE FLOH CONDITIONS? REDUCED AREA ( ft""2) 0. 661 v 0. 94~ v 1. 269V 1. 60._.......,- REDUCED RADIUS (feet) 0.162..,/ 0. 206/ 0. 248 V""' 0. 2!11''/ n (steel) 0. 01] ....- 0. 013 V" 0. 013 ... 0. 013- FOR PRESSURE FLOH HHAT DISCHARGES RESULT FRO" KHAT HEADS? HEAD IS HEASURED FRO" THE TOP OF THE PIPE 12 IHCN STEEL PIPE y Q ---------~--t 1. o86V 1. 115V: 2. 384-" 1. 577 V: 2. 920./ 1. 931 v: J.372V' 2.23ov: l. 7701f"' 2. 493V l 4.130./ 2.731/: 4. 461 y 2. 950/: 4.769V' 3.154./: s.o58V 3.345Vl 5. 332V 3. 526V l 5. 592? 3. 698 v' 5.841? 3.862/: 6. 079 v 4. 020 J: 6.30811" 4.172 v: 6. 530.1 4. llil ,/: 7,053V 4.66<&/: 7.5<&0v' 4.986~: 7. 997v' 5. 289 v l 8. nov 5. 575v : 8. 8UV s. 847 v': 9. 235V 6.107 v l 9.612~~' 6.356,../: 9. 9751' 6. s96v : 14 INCH STEEL PIPE v 1. 844 v 2. 607./ 3. 193,.. 3. 688V 4. 123v' ~. 516V 4. 878V 5. 215V s. 531v 5. 830 v o. ns"' 6. 387./ ~-648v' 6. 899v 7. H1v 7. 71)\/ 8. 246 v 8. 7Uof' 9. 219 v 9. 669" 10. 099V 1 0. 511 ol 1 o. 908 I Q 1. 743V": 2. 465 v: 3.019Vi l.U6V; 3. 897 v: 4. 269Vl <&. 611V 4. 930 v: 5.229....,...: 5. 512,/ : 5.78tv: 6. 038 v : 6. 284 v : 6. 521 V' 6. 750V i 7. 291.,.., : 7. 7H v' 8. 267,/: 8. 715V"" i 9. uov: 9.546_.., 9. 936 v: 10.31 1 1/': ~--, /. . .. 16 INCH STEEL PIPE v 1. 962 v 2. 7Hv' 3, 398V 3. 923 v 4.38711' ... 805 v 5. 190v 5. 549 ... 5. 885 v 6. 20<& v' 6. 506"' 6. 796v 7. 073 v 7,340\1' 7. 598V 8. 207 ... 8. 773 ,/ 9. 305 V' 9. 809V 10. 288v 10.745 v 11.184v 11.606 v Q -------I 2. uo/; 3. 521 ...r: 4.313..,/l 4.9eov: 5.568'11': 6. 099 v: 6. 588\/: 7.00V: 7. nov-• 1. 874 vi 8. 259 v: 8. 626 ..r: 8. 97B ....... : 9. 311v: 9. 6U \/"': 10.417./: 11. 136.,.., ' 11.811~: 12.450..,.: t3.05Bv: 13. 639 ,/: 14.195 v: 14.731 v: 1B INCH STEEL PIPE \1 2.057V 2. 909 .r 3. 562 y 4.113V 4. 599 t/ 5. 038 v 5. H 1 V 5. B17v 6. 170V' 6. 504 v 6. 82tV 7. 125 v 7. 415v' 7. 695 .,/ 7. 966 v B. 604 v 9. 19B v 9. 756 v 10.283 v 10. 78511" 11. 265 <I 11.725 v 12. 168 ,r ' "t:';- Q 3. l80V 4.7BOV! 5.B5tv": 6. 760 v: 7. 557 v: B. 279 ,/: 8.9UV': 9. 559 v: 10.139/: 10.68B../ 11. 209 ,/ : 11. 70B v 12.186v: 12.646V": 13. ogoV": 14.139 v: 15. 115,/ : 16.032..,...: 16. 999v: 17.724.....-: lB. 512 ........ : 19.26B"": 19. 995v: ') / ) ) ) .) ) ) ) ~ ) \:, ~ ) .... N J z ) ~ \:) . .) \;j ~ ,.) .......... ~ ) ....... i ~ ) : CALCULATION SUMMARY ,\J, H OI.IICTIYI OP CALCULATION fREP~R(; , Pf'MlLY 0 F C.VRVE".S fOR OU1FLOf.O fROI'l NOf1P! POOL Tltff006-H ~~fE~ oF \]f\R\00) SIZE) TO 11-lE tJUriA RHJ~ SID(: ANfJ OVI5f\ WEIRS OF V AR\OO.S LENG-lt-tJ ON i71F B~P\DLG"Y R\V~ 5t!Jt:, CALCULATION MITHOD/AIIUMPTIONI \HG" (PV-tUllrOON AS.SVMeJ TMAT !\ ~ILI.UPiT'~"R SEVPrT!OfJ rJF P\qPROXlf\~ 12.90 WILL\:£ JV1f\IAJTftmEO DOWNSTTPE1tf'. QP 17tt! ~I~E ON \ME" NUllA-SID<= BY !1Prffof'R1P1Te-fEX\_1\VPrTION OF-A St'\~LL CtrP\NNR (i.:X\STIN~ G-ROUND I) AOOlJT EC·lZ~\) CONCLUSIONS SEE FP\MILY Of= CU~\18 ON P. ~ . ( ___ / IIIYIIWIII (I) .COM MINTS Pltt:PAitllt DATt: ltt:YIIWIIt /CHICKIIt DATt: INDIPt:NDINT ltiYIIWIIt DATI fu.l 1J) ·ro \\>RhAE" (\ \IJ<~ f." j? # 15800.08 0\V.-H # o 5 5J~c:\J.c WE1~_ /"~10~1 D\rfE EL .12CJ c, C'fti2"ST tlli~f\ ~00 L ' i ---..... ,., tO' 'JiifJ_L'l_,f C"E'i~l.~_ I foR (~S)~ 1 --~-[l. \ .(C,(=, Pl'1o-.>c \ _______ \7 ___ ~.:1J!:_2!!~.1Q~L@ __ I 2.~17( -- :;_ (t:LOLIJ ;)1)\1 fjf61,\JlJl N&- 0\ltl\ Wl2' v ( N .0·12.~0 - /' . _ _.)... i ,// FLOW TO ' 1\llbf·. 1~'.'/t (~ ~"'""· /' ·· -------··;···" ·· ·----------_.,.....,-.. -------..1 ---cL.!'-83 // // r=x~,_.v i<> ----· .. • • '---·_;-< G:1CAV TO / c•:t_ow I 12 5iC\:T£H Pli'E(r:r,c../;::1) IJI!Low !"lin';"/ f)!JL 'i\) ()r;iU\lOJJ lt·lLCI I - Yf·\111 f\PF\ Oh f.rli·"/1 1 / Ptuf'I...E ,·11iff:JJ Plrt~ t~uv•/ /\; 30' 15 ~ <' ,"'\ dv.::.l9 .SC:>-ru LVtf1 LD~ EllH)tl i: !IT fRf"f Z/M6 . C' Ot-f\ fi'OL Gf'<;r;. S ) ' J" 'Ill • , t ·: ( '}) ( I~ F V IW: Slf' ACl F 1-,~ TitF rL\l:r.r:-1 lA) Ho wA~Jrr:-o 1\ NO~·Mf\1/V\Y rvf\N(F /1 ('Ot-.)C~ PT\J':~ S..rifl C H - NU\lf\ DI\JG: ·;li) c.·'.:.c=::=~ Fe r \D: n ~~ 'HJ f fi I f}) '(tl':· {/\-".::~ fi _._ . . . . . ' frc r 1 1-if): ·~ ') :'-;7 (1 '1 1!!, J tJ •.. . . I I :-i ·I ,· ;·Ji . : ?P\GE 2.\ ----+ 1-1 e xr Avf\n-=u 1u \Ito E r n.J 1 r;:,)IJ io \Z'1rJ. , (' .-1 .· ![- ......... / J.O. OR W.O. NO. DIVISION.& GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 2.'2. S8o0·0E> H 055Rev.z. 2 3 70--dk~~~ .fi-L /lo~ _-h~ --AX. ····pool u_,~ zs,_.;dl::y. :;0~--:~"'-"---. r!2 ' I..S ,r11 ..e.....J ~ . .:::n-:-. b' r-e,..J ':J ,,, 4 dou::n.-. '~- 5 6 .fi/ovJ ~ /ssz:>o-1=;( -ll-6 7 8 9 10 a-~ -1'4-.. d1~ ~Y ~~ _ . Dn:-''":j 1S ,.4({;/ II 12 13 14 IS 16 9'1. 17 0 18 19 23 24 2S 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 40 41 42 43 /00 A,J -:::... s ~+-z.:' -' ~ _A~ c.. ::-,:z.z..,..g-::;.. .30 ' ' ~ ~ A,_, ~ 7$.'5 .-3o -=-105, 5 -~ ~-· A9_.f· -:=. 8Z·5' f/05.'5. -=-JSB. 0 ' 44 ' ' ' " . ' '', ' ' ,/ 4 9 s-: .. -:;; 'Jo.s t /S E> -= Z 7 B-:_S' .. 45 46 A ---............ _.; _,_ .: .. a--· ·· ·· ·· t*t ,., -::::: /0 /.5 + z, 7o-'S' =3 o·. 0 ,/ (/'ITS J:,..e,/o.,j). ---0...,._ .. r •..._ •.0 \ ( ~ \ · ..... # 15800.08 J " /,1290 ~ .. -""' / ~..9Q "-....._, .-..: 0\V.-H · K x12go.1 ¢.o~ o-Jo ~1-~uh_,_ ~ (_,)-'V'-~ f.. • ,1"'"'"• i . .,. ~· .... ~ ;·· ~~ ~-~-·y:'!':."T~w·~~~~~:~ l • N U K. A L A K E WS=/292 ( 7/25/.84) Sc-k ;"-::..5o, . • • x(gtll, 12 9!.9 \ x 12go.1 ··' f "t" 0 ~ ~.) 69 "'a 0 ' J'j •• :.:) .. : . ' .i ' 1 2 I' •' '· ..... _,-..... ,_ ~--- # 0 5 5 1REV·2. ?AS~ 2"3 (---...... _____ ~' l1\ I) fi\GE AND lltF Pf\ff PPECED,ItJG-A R~ fROM I Rt: f. CD f. 5 &.4-.ll-\EY ) )-'\ !Y~PFoDUCGCl \-iefr-t l FOR ~e~8Vce . .\ . ;g, ·. '' ~ORIZ_QNTAL ANDj,.,VERTICAL CONTROL SURVEY i AND TOPOGRAPHIC MAPPING ., NUKA; GLACIER SITE ~ I '.; ALASKA POWER AUTHORITY BRADLEY LAKE HY~RO~LECT~IC POWER PROJECT \ PREPARED FOR' & l PREPARED BY: ,?:" STONE & ~VEBSTER J ENGINEERING CORPORATION~ ANCH~RAGE.ALASKA I ANCHORAGE. ·ALASKA . ':::~~ I ~~.; l R&M coNSULTANTs •• ~c. I. f'r!IIGtNa LA'S GEO&..OGISTS· ...._.......... SuFtV.VOAS • ' • ' j DRAWING . ... . ... ; .·. ;_I NUMBE.ft: 26'..; 45112'! -... ~ 1/2 ~~~:~~~ 15500-FY-11Z \ •'···~ ' AREAS DESIGNED BY BP OSGN CHKD BY M HS i . ! DRAWN BY 7585/0EP LEVELS I WORK PKG~ Ct·U~O~BY M R M H (. -;\ ·. ,..,. '. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 (· 20 . 21 , .• l .. 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 L 42 .• 43 44 45 46 .&5010.65 J.O. OR W.O. NO. # 15800. STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP OPTIONAL TASK CODE PAGE 2.4 Q CVt.VC!rr ::; A v fi':) -/-A t -H -] ~ 1-th'(' f'l"t.. z.~ -r 2.201 R'h *Cvtt~ ASRffME1Jr WIT11 PMI1 S&RVI(/3" ~t?QvltrfS U) Tl> fttOVlD€" 5 CP5 TD NUtrfJ S\08" (\r-1\IJP!tLAfii:). SINCC 1\tl5 Mfr'( GE INCRE11Sel> P05SIDL'( ir) ltf<Stt 115 10 CP5 IN r>viUree Y&7\RS LIN5111LL ~ SE:\:ON!J IDeNTicfR_ <:,UVJ~r W~OOGtf NIJtrA-51.DC OHrE"" PTND c~ ~v~ Now, •, ' r.~ \· '· 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 .. 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &5010 65 STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION f) GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 2.5 # 1580U.Ud H # 0 5 5 ~e.'l/.2 1N Por VAR.JI$)Lt:----:s &-CDNmtNU )SoMMP\RY ~ rf~ 1 E/\H~ANCf COEr-. :::: 0.78 & , f\m:t .bF fJretr.v. = 32-2. ft-Aeez co..,~i) L... , LEhlG1f.l o~ CuLvl?ffr:: 30 f+ n J'1PrNN,~s co~.~ [g.·~;~~~ c~ C.o 1 CoEF.OF Ot~H.(WF1~) ~ ~. bt l\N -( $t..\JE'RT Thl L.lU ldF~ 8... :: 12. ~ 0 • 0 ( L = L.B\HHH Of Wt:lf~ ( .f+) v~tP~sm NV ff"' PooL ~'-r:v. tUt:=IR Ct?e$1 ELEV, ( (\)N)\A1JI FO~ A @IIJE"V !tV~) CuL-vERT r.Dts)C '"·) ( ·· " " .. '') t1 ET !]0 D OF"-I N(Je)Tl 6Pr1/0AJ ; 5eT UP PRO(fflAMlV CrtLCUlPffF 1-1~-m!X OF CJUTFtOW5 FOI\ NVtrf\ POOL EU3V. V $. LENCTTH oP WE rrc l''tf8=-p/AJ(}-WE7tt ('6ff11 E:U?v. AND CVL\/ff(T 'J.D. ('DAJST!ttJT # R v N A 5c-~IEJ c?F TltE>E (}Pr--mlff] fOfX 'O!ffi:-'iXaJI C\.lL\JEm" 10. S , iJ)I~ & I~· E7TCH Cf1SF fOR ~ W~ CRE"ST S..CllltllON TWrT B.EI)frl70AJ \VHtCH G-IVEJ 5 CF5 CUI.»~/ flOW wttt-rv ~ooL a.= CRrn-a . fLoT T!tf3E"" RBULT1 . Pcol f1't_SO 2 P1\M1Ut1 OF-W8ft FloW CU/Nei WH 1Ct+ 6-1 VE fOtr TJ"O~E"" Cl\)8 VfSC~IOF'D Prc)OVE"' WMFR SU~fACF"t=Lr?VftTlOAJ5 ItT (f)::. IS~ CF) MJ(J cQ =-500 tF5 R?~ A VMtm OF Wa\ lEN&rlt5 · (X = /SZ Cf? \S P\lJ f'\vtRf\~ 0 f=: , r P-10 bF-ICef'".@ PS OF R~ '""'"'\ \\ ~ i'\ \ 2)1. Or VONe ,St-"11 611\CI/\t MElT &.:-Q=-500 Cff t~ ~Nt P'\UG:. OF itlffi8T (VlONllt~ (1\0S.J ~I{)S R'et'O~DED l'>'!' 05G1 1 ~ UfFEIUJOifF\ R. (P-SSUfV1E1 frtl FtbiAJ Cf'IM~ ftl0t1 POOL), I ( . .t, . ,'· . ., • >, . . ~ ....... 45010.65 STONE e. WEBSTER ENGINEERING CORPORAT'~~Crlellf~ 0 CALCULATION SHEET fP. 2b-zor 6'\\JSVm \j R~Ef\)C<S"' ON L 'r . CALCULATION IDENTIFICATION NUMBER ~ J.O. OR W.O. NO . DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 2C, 'I 15800.09 H # 0 5 5 B,eV. ~ ( Lf\;yOof f{) It LOTUS 1-Z-J 5 PRt~ S ltEE:t} 2 l frt.c: /Vti..ME : NIJl'fA FLOW> Flow Throo, ~ CVrvtrij}-~Of f/.vt~~ btt Lu t-rA 4 6 7 NUYr~ ~OOL 8 7 ELEVP!i70tJ 9 10 I I If? 12 13 14 15 It 16 17 18 FLOWJ flow Ovtr 'fNerr-flfJJ.It f/uf'lbtrUrkl (CFS) Toil{! Flow Lewi~i P1of-f>,-fh111 Nv~~Lt1 f~J WEI~ c.EM G1H ( ff) \0 I 2.0 l:>ol40 I s-o l G 0 r 70!80 I 'lO I!OO I flo \t2.0 --- 19 !6 20 ~::.: ;: 2 I "-·. 22 2l 22. \2.~+ 24 26 -- 27 ?~ }2..~ 28 29 30 31 "30 12.4~ 32 33 34 3:"> A 1;, <!II) G r-G-MJ.vb; Ll"\ ll Df~ RS T' v 'V W'«·Y 611515 fOR 11112 MOVe-/"lfl'l~{~ \'OR '-!tlRML7 36 37 38 J' ro. for Coi-Jtrt ~·· 1 ':. i~ I 39 37 JO. -tor Cv \veri t..WJ; = 1 ~-tUst o if ~o seco~J tv IV!rl) 40 '38 w~ir Cr~st Effl'/ 'o1 .::. ft use IZ Oj o.o l"t im·~v~ 41 3"1 Lf~~ of (u\Vfrt {v'l:. ft. 42 4;1? Cv I ft eltrtlt(e Cot . :: 43 4\ M~Aililf n -~ f [ w~\i~~ wtl t1tt Cf'\f 44 A,.'(_ Weir~ . o-t ~1sc~, = 45 it cu\vt Ttrlw~ie.,.Eltv. = ~.~~~ ~:~:~ 46 ~r:i ~~t1v ~j P~tf. -=-·w. . t \, IJJ 11u .... -4(i f'tl trt 2.. l'rA. M I'IC P!O f'iell wem Petil'1. Oet!IM c:::=:J c~ ~00 · .. 65010.65 STONE e. WEBSTER ENGINEERING CORPORATIONI~~Q1El] C\!t-"OfeR ~~ CALCULATION SHEET ~P. 2.G-Z.~ Gt\/8J fD~ RE'PE'R~Ce-O~L.'( . ~ ~ CALCULATION IDENTIFICATION NUMBER I ~ J.O. OR W.O. NO. DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 27 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 17 18 19 23 24 25 26 21 28 29 30 3 I 32 33 34 35 36 31 38 39 40 41 42 43 44 45 46 # 1 58 0 0 . 0 8 \-\ # 0 5 5 REV.2 crru - -J N orr.._ -n-tc CormJcr LDCirfloAJ :ts ftlrrrH P. 2' /" L ~ t 2 ;:Itt€: uwour-P'tfJ'rt. LO(I'Tf/ON> AR~;11ov~:::.1J tJOC(JP5Mr.; (OOIM(}= L.D61C rO~ \Of OF 3 AJUM6E'RS (R.orv T}fflOUeti CVlV8tU); ~tt;;;.o;:;::_ f'\(.77 [ ~(\ WffitO ~IF (vJ7:: o, o, (@PI ~ (vJ7jtz)) t v +s-) n .:> &Eftlf).-CUL\1'. ~~~. z_ Qr) OuT 01=-ntt PRIAJTFO fiElD 1 FOrt EACH QUJA.:-f?T : /Sff P24- COMPUTG 0ENOf11NIYTVR Of VEV>trT'( TZ:-'"'t/'1 j f.NTl:~ "0" \f'-l.D · =-0 ; ~ l +If( ae. L c} + z.21 R+" I N6-1'1.1'rf'nt ft... C$V"l:t ~ to<\ OaiOM. t:DR •w Jll l CULVE1\T Nt.j @It-(\DL-::.0, 0 1 ~1+140)/G4.~t(-r41"2"'"JJ~ /(2,21 ~ (~,~'1!'~}')1\ 1·3JJ))) Ill I f•t~....,.N•·I \1>ft 0ENtt1 FtR ( ~tYJ7 1 c:vuJeR\ No. z @!F \f17 ':.0 1 0) ((1 t040)/G4A)t('J4-t 1\ 2.. ~"JJ~ / (2·2 \ ~ (.&&11 /fCJ7) 1\ 1·1T3))) \c) C.~lll)l.ATe-·Fww Tti~Oocrtt Q.UL.Vflt~) 1 VS!?' o R>R tr vo cuuJr.::'iir- cv\vtr+ IJ~\ ~n:~'J,~::o )0) ~l10~3'~~~(!~~t3)/•~~1,)) ))+ 0J\~~~ ~~ ~~ \r~'J117:oJ0 1 .tOO~J7~SG«r((t~IO-t;t'+-;Ylf\DI '37)) )) ' ' (_: __ .) 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 17 18 19 20 ~· ·, !•i 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 31 38 39 40 41 \ 42 \:___:./ 43 44 45 46 .&5010.65 STONE e. WEBSTER ENGINEERING CORPORATIO CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER -~iFTI> (ttc(tre:R : 1l P. 2G -2"1 G-\VE$ FO~ ~~ C&" ONL'{ . J.O. OR W.O. NO. DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 2.f3 # 15800.0 1 H # 0 5 5,REV.2 CODf~G-lO(fiC fOR 11tf MlPDLG" Or 11-lt 1 NVf/fJeftJ (fwUJ OVCT\ Wt~~): cQ=-CLH~ @l $~JO-iJi'38).(=0J0 1 (o~ WlU. r t-fl/01. IPI?ltl ttiiO)~fD/ti'\ ~ ut<;3r L~-,_ t J l3cwUJ lltoaiCOf'l'rAtr) atv. ~IJJE7~ Ctl?J'l ~~N o 'flow bl}~ W~:?"r~ . -" COO tNC;-LOG-tC. FOR 'l1tF 00 mM OF-TltC ) ANI1()1::"-fi5 {rvrTtt tJUTFtM) (091rol~ ~"[ Sf'PIC<: D ,, + 0 I + D I 0 (o~~ WILt if\trtl~Ff~t\ vt•~ CON tAJG- .. ; N'IM 6-40 HANDBOOK OF HYDRAULICS Table 5-3. Values of C in the Formula Q • CLH~i for Broad- created Weirs Meuured Breadth of oreat of weir Ia feet bead Ia o. 501o. 7511.00 1. 5012.0012.5013. ool6. ool6·ool1o. ool16.01 '"llt. 0.2 2.80 2.76 2.69 2.62 2.M 2,68 2.64 2.38 2,3, 2.69 2.68 o.6 2.92 2.80 2.72 2.64 2.61 2.60 2.158 2.M 2.50 2.66 2.7~ o.o 3.08 2.89 2.76 2.M 2.61 2.60 2.68 2.69 2.70 2.70 2.7~ 0.8 3.30 3.0. 2.86 2.158 2.60 2.60 2,67 2.68 2.68 2.68 2.64 1.0 3.32 3.H 2,98 2.76 2.66 2,64 2.66 2.67 2,68 2.68 2.63 1.2 3.82 3,20 3.08 2.86 2.70 2.66 2.64 2.67 2.66 11.69 2.64 1.6 3.32 3.26 3.20 2.92 2.77 2.68 2.64 2.66 2,66 2.67 2.64 1.6 3.32 3.29 3.28 3.07 2,89 2.76 2.68 2.68 ~.66 2.M 2.63 1.8 3.32 3.32 3,31 3.07 2.88 2.76 2.68 2.68 2.66 2.64 2.63 2.0 3.32 3.81 3.30 3.03 2.8S 2.76 2,72 2.68 2.66 2.M 2.63 2.1 3.32 3,32 3.31 3.28 3.07 2.89 2.81 2.72 2.67 2.M 2.6 8.0 3.32 3.82 3,32 3.82 3.20 3.06 2.92 2.73 2,68 2.M 2.6: 3.1 3.32 3.82 3,82 3.32 3.82 3.19 2.97 2.76 2.68 2.M 2.6: 6.0 ........... T ............................. •. 1 3.82 3,32 3.32 3.82 3.82 3.32 3.82 2.88 2.U 2,6, 2.6: 1.0 3.32 3.32 3.32 3.82 3.82 3.82 3.82 3.07 2. 79 2.M 2.6: 1.1 3,32 3.82 3.32 3.82 3.32 3.32 3.32 3.32 2.88 2.64 2.6: Table 5-4. Values of C in the Formula Q • CLHH for Models of Broad-crested Weirs with Rounded Upstream Corner 'i _ ~ ~ Head In feet, H Name of --0 1-1 uperimenter j·i ii il 0~·+·6 0.8 1.+·+·+·+·+·+·0 Buln .......... 0.33 2.12 2.46 2.93 2.87 2.88 3.01 3.0. Baalo .......... 0.33 6.66 2 •• 6 uo 2.82 2.87 2.89 2.82 U. S. Deep Waterwayo .. ~ 0.33 2.82 4.67 2.n 2.80 2.83 2.82 3.00 3.08 3.17 3.84 3.60 U. S. Deep Waterway•• :. 0.33 6.66 ,,H 2.83 2.83 2.83 2.82 2.82 2.82 2.82 2.81 ~.,...--:""~ .. ·-:-r.-·~~<;~~~-~.-,,_.....,""", .. , ... ,,._,_ ' . ~ .. ·, \\'ElUS 6-41 Table 5-5. Values of C in the Formula Q -CLHH for Broad- crested Weirs with Crests Inclined Slightly Downward (a) Ener1y head • 1/, Crest 0.6 0.6 0.7 0.8 0.9 1.0 1.2 1.4 l.li -- - -- - ---- Level. .................. 2.78 2.79 2.80 2.81 2.82 2.83 2.8.'i 2.85 2.85 Slope • 0.004 ........... 2.95 2.94 2.93 2.92 2.91 2.90 2.88 2.87 2.87, Slope • 0.026 .•......... 3.07 3.06 3.05 3.04 3.03 3.02 3.00 2.99 (b) Len1tb Head in feet, H Slope of of weir 0.1 I 0.2 I o.al 0.41 o.51 o.6\ o.7 areat lo feet 12 to 1 ............ 3.0 2.58 2.87 2.67 2.60 2.84 2.81 2.70 18 to 1 ............ 3.0 2.91 2.92 2.63 2.60 2.80 2.74 2.62 18 to 1. ........... 10.0 2.52 2.68 2.73 2.80 2.90 2.80 2.68 ' Table 5-6. Values of C in the Formula Q -CLHH for Weirs of Triangular Cross Section with Vertical Upstream Face and Sloping Downstream Face Slope of down· 1\ream faae Hor. Vert. 1 to 1 2to1 2 to 1 3to1 6 to I 10 to 1 Hei11ht Head In feet, H of weir~--,--..,--.,----,--,--...,.--~--,,.--.,.--:-~ io~t. o.21o.3I0.6 lo.61o.61o.71o.81o.9 l1.o 11.211.6 2.66 3.88 3.8513.85 3.8513.85 3.86 3.85 3.8513.85 3.8513.85 2.46 3.48 3.48 3.49 3.49•3.50 3.50 3.50 3.50 3.50 3.51 3.51 I.M 3.66 3.47 3.47 3.613.64 3.67 3.68 3.68 3.58 3.59 3.67 1.64 .... 2.90 3.11 3.22 3.26 3.33 3.37 3.40 3.40 3.41 3.41 2.46 .... 3.08 3.06 3.05 3.06 3.07 3.00 3.12 3.13 3.13 3.13 2.66 .... 2.82 2.83 2.84 2.86 2.89 2.90 2.91 2.91 2.92 2.93 ~ ~ \Jl (X) 0 0 0 o.:J ~ . I ::r: ::tt= 0 c.n c.n .....__ & ::::: rv -v ::D ~ ~-;::\) q.>~ ~ ffi :;v:=;:-\ rt{ ~ -:11]-::;. f.\\ C> ~ 'Vf_:s.::P . ;n ~ ~Q~~ -'::t> G"\ ~ I ~ :n ' ~ n'?'P ~ ({\ . - 11··.,..,, "St?··n-•·· IIM·'"WltiM'WWM'l.,_.~,.., ......... · •~•,;;;;-; i.M ~ ~ .. r\ FILE NAHE: NUKAFLOWS Case Number : I Type of Pipe:--~~~--------------- Pipe Size!a):==j~~~~============ Calculation Nu•ber:~--~-ii_fi __ FLOWS !CFS> Top nuMber listed =Flow through culvert(a) = Nuka outflow Hi.ddle nuMber listed= Flow over weir =Upper Bradley outflow Botto• nuMber listed= Total flow leaving pool = Nuka pool inflow ------------------------------------------------------------------------------------------------------------:NUKA. POOL:: :ELEVATION:: 10 : 20 : 30 : WEIR LENGTH ( ft) 40 : 50 : 60 : . . 70 : so : 90 : 100 : 110 : 120 : :----------------------------------------------------------------------------------------------------------: 1291.71 . ' 5.0 : 5.0 : 5.0 '' . ' o.o : o.o : 0.0 '. 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 1JJ l'ilER til UJ€1 ~ CRE'Sf 0.0 : o.o : 0.0 : 0.0 : 0.0 : 0.0 : o.o : 0.0 : 0.0 : . ' 5.0 : 5.0 : 5.0 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 '. ' : '. ' . . ' ' ' . . ' ' . . ' . . . ' . ' 6.3 : 6.3 : 6.3 '. '. 26.4 : 52.8 : 79.2 '' 1292.71 6.3 : 6.3 : 6.3 : 6.3 : 6.3 : 6.3 : 6.3 : 6.3 : 6.3 ' , 105.6 : n2.o : 158.4 : 184.8 : 211.2 : 237.6 : 264.0 : 290.4 : 316.8 : Wf\ltR 1 Oil~ vUE:IR Ct?t\l .. 32.7 : 59.1 : 85.5 111.9 : 138.3 : 164.7 : 191.1 : 217.5 : 243.9 : 270.3 : 296.7 : 323.1 . ' '' : . . : . ' . . . . . . ' . '' 7.4 : 7.4 : 7.4 '' '. 74.7 : 149.3: 224.0 '. 1293.71 7.4: 7.4: 7.4: 7.4: 7.4: 7.4: 7.4: 7.4: 7.4. , W'(t R - 298.7: 373.4:448.0: 522.7: 597.4: 672.0: 746.7: 821.4: 896.0: .OI\ltl'{ z. 0\Jt::'f\ €1 c G'.Sl : ~ 82.0 : 156.7 : 231.4 306.0 : 380.7 : 455.4 : 530.1 : 604.7 : 679.4 : 754.1 : 828.7 : 903.4 .. ' . . . ' ' ' . : : . . . ' ' ' .. 8.3 : 8.3 : 8.3 . ' 8.3 : 8.3 : 8.3 : 8.3 : 8.3 : 8.3 : 8.3 : 8.3 : 8.3 :: 137.2 : 274.4 : 411.5 :: 145.5 : 282.7 : 419.8 1294.71 548.7:685.9:823.1:960.2 :to97.4 :1234.6 :137t.8 :15o9.o :t646.1: (.UM't:-r\ J'Ovf:.R.WEl~ CRE>r 557.0 : 694.2 : 831.4 : 968.5 !1105.7 !1242.9 :1380.1 !1517.3 :1654.4 '' ' . . . . . . . '. . . . . ' . . . .. 9.1 : 9.1 : 9.1 . . :: 211.2 : 422.4 : 633.6 :: 220.3 : 431.5: 642.7 1295.71 9.1 : 9.1 : 9.1 : 9.1 : 9.1 : 9.1 : 9.1 : 9.1 : 9.1 . +' 844.8 :1os6.o :1267.2. :1478.4 :1689.6 :t9oo.8 :2112.0 :2323.2 :2534.4 : lAJk'f't:"l\ oVt~ 1A>e1 ~ ctter 853.9 !1065.1 !1276.3 !1487.5 !1698.7 l1909.9 :2121.1 :2332.3 :2543.5 .. . ' '. " 9.4 : 9.4 : 9.4 '' :: 234.6 : 469.2 : 703.7 1296.00 9.4 : 9.4 : 9.4 : 9.4 : 9.4 : 9.4 9.4 : 9.4 : ~ 938.3 an2.9 :1407.5 :1642.1 :t876.6 :2111.2 :2580.4 :2815.o : Wfi\TE"~ '-"" TDP Or cVLvi:?RT Dl\fE' :: 243.9 : 478.5 : 713.1 947.7 !1182.3 !1416.8 !1651.4 !1886.0 !2120.6 !2589.7 !2824.3 BASIS FOR THE ABOVE HATRIX: I .0. for Culvert No.1 = 12.000 in • fOft STD. \2.1f Plff::- 1.0. for Cu 1 vert No.2 :: 0.000 in. <Use 0 If no second cu 1 verU : 1291.71 ft.(Use 1290.0 MiniMUII) Weir Crest Elevation Length of Culvert(s) Culvert Entrance Coef. = :: Hanning's n = Weir Coef.of Disch. = Culvert Tailwater Elev.= Area Lost by Thaw Pipe = W.P.Added by Thaw Pipe = 30 n. 0.78 0.013 for Wel <htd Steel Pipe 2.64 1290.0 o.oooo 0.0000 ft. ftA2 !Each culvert) ft. (fach culvert) 1-<DIV DlJA W€:1~ W!1~A.I !.VIr~ C)'Je-~rur.s onr~ (1 p WEI~ Is (00 I {J}r.)(,.) ~ 5 Tl.M~5 N6RMf\L .MP\ X \f'\\) rt FU"" . ~ .,.,_.~'ill~:_d, ·L . , ::Jt;: ....... Vl co 0 0 . 0 00 0 z 1 .:::X: ~ 0 t.Jl t.Jl J .::::1::> rr; <:::: rv ~ G> <ll \.N 0 ;· ~· ' ' 1 """'· ~,. '·: ':"-.. .. ·: j··: ,., FILE NAHE: NUKAFLOWS Case Number : I Type of Pipe:=~~f~~============= Calculation Number:t.E __ ()_~_!) __ Pipe Stze(sl:_j ___ ~~:L~----------- FLOWS ICFSl Top number It sted = Flow through culvert(s) = Nuka outflow !NUKA POOL!! !ELEVATION!! 10 : Hiddle number Bot to111 number 20 : 30 : ltsted =Flow over wetr = Upper Bradley outflow ltsted = Total flow leavtn9 pool = Nuka pool inflow WEIR LENGTH C H l 40 : 50 : 60 : 70 : 80 : 90 : 100 : 110 : 120 : .---~------------------------------------------------------~---------------------------------------------~-: .. 5.0 : 5.0 : 5.0 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 . . 1291.71 :: 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : o.o : 0.0 : .. 5.0 : 5.0 : 5.0 : s.o : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : .. : : : : : : . : : . : : . . . . .. 5.4 : 5.4 : 5.4 : 5.4 : 5.4 : 5.4 : 5.4 : 5.4 : 5.4 : 5.4 : 5.4 : 5.4 : . . 1292.00 :: 4.1 : 8.2 : 12.4 : 16.5 : 20.6 : 24.7 : 28.9 : 33.0 : 37.1 : 41.2 : 45.4 : 49.5 : .. 9.5 : 13.7 : 17.8 : 21.9 : 26.0 : 30.1 : 34.3 : 38.4 : 42.5 : 46.6 : 50.8 : 54.9 : . . . . . . .. 6.6 : 6.6 : 6.6 : 6.6 : 6.6 : 6,6 : 6.6 : 6.6 : 6.6 : 6.6 : 6.6 : 6.6 1293.00 :: 38.7 : 77.4 : 116.0 : 154.7 : 193.4 : 232.1 : 270.8 : 309.4 : 348.1 : 386.8 : 425.5: 464.2 .. 45.3 : 84.0 : 122.7 : 161.3 : 200.0 : 238.7 : 277.4 : 316.1 : 354.7 : 393.4 : 432.1 : 470.9 . . . . . . .. 7.6 : 7.6 : 7.6 : 7.6 : 7.6 : 7.6 : 7.6 : 7.6 : 7.6 : 7.6 : 7.6 : 7.6 1294.00 :: 91.5 : 183.0 : 274.5 : 365.9 : 457.4 : 548.9 : 640.4 : 731.9 : 823.4 : 914.9 !1006.4 !1097.8 .. 99.1 : 190.6 : 282.1 : 373.6 : 465.1 : 556.6 : 648.1 : 739.5 : 831.0 : 922.5 !1014.0 !1105.5 : . . .. . : . : : : . . : : : : . . . . . . .. 8.5 : 8.5 : 9.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 9.5 : . ' 1295.00 :: 157.5 : 315.1 : 472.6 : 630.2: 787.7 : 945.3 !1102.8 !1260.3 !1417.9 !1575.4 !1733.0 !1890.5 : :: 166.1 : 323.6: 481.2 : 638.7: 796.3 : 953.8 !1111.3 !1268.9 !1426.4 !1584.0 !1741.5 !1899.1 : '. '. . ' 9.4 : 9.4 : 9.4 : 9.4 : 9.4 : 9.4 : 9.4 : 9.4 : 9.4 : 9.4 : 9.4 : 9.4 .. 1296.00 :: 234.6 : 469.2 : 703.7 : 939.3 !1172.9 !1407.5 !1642.1 !1876.6 !2111.2 !2345.8 !2580.4 !2815.0 : :: 243.9: 478.5: 713.1 : 947.7 !1182.3 !1416.8 !1651.4 :1886.0 :2120.6 :2355.2 !2589.7 :2824.3 : -----------------------------------------------~----------~------------------------------------------------- BASIS FOR THE ABOVE HATRIX: 1.0. for Culvert No.I = 12.ooo tn. fOR STD 1z• PIPE 1.0. for Culvert No.2 = 0.000 in.IUse 0 if no second culvert) Wetr Crest Elevation = 1291.~ ft.(Use 129Q.Q MlniiiiUm) Length of Culvertlsl = 30 H. Culv.ert Entrance Coef. :::: 0.78 Hanning's n = 0.013 for Welded Steel Pipe Wetr Coef.of Otsch. = 2.64 Culvert TB1lwater Elev. 1290.0 H. Area lost by Thaw Pipe = 0.0000 ft~2 <Each cul~ertl W.P.Added by Thaw Pipe : 0.0000 ft. <Each culvert) /' ::tt: 1-' \..11 I h co 0 C> . C> CX> 0 i < ' :I: =11:: 0 Cit Cit ::::0 rrr < . ro ~ ~ lN • • • 9 • • • • • • • • • • • • • • • •• •• - ( ', .~ ;. ··.' \' :· .. ~....:-.. Case Type Pipe FILE NAHE: NUKAFLOWS •~~ : I of Pipe:=~~~}:============== Calculation Number:# 0 5 5 ------------- Size(s): __ l ___ ~fll~----------- FLOWS <CFS) Top nu111ber listed =Flow through culvert(s) = Nuka outflow Hiddle number l1sted =Flow over weir =Upper Bradley outflow Bottom number listed= Total flow leaving pool= Nuka pool inflow ! NUKA POOL : ! :ELEVATION: : 10 : 20 : WEIR LENGTH ( ft) 30 : 40 : 50 : 60 : 70 : 80 : 90 : tOO ! . 110 : 120 : :----------------------------------------------------------------------------------------------------------: .. . . 1291.71 :: 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 o.o 5.0 5.0 o.o 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 s.o 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 5.0 1297.00 1298.00 1299.00 1300.00 1301 .00 . ' '' .. . . . ' . ' 10. t :: 321.2 :: 331.3 . . . . . ' .. 10.8 :: 416.5 :: 427.3 10. t 642.4 652.5 10.1 : 10.1 : 10.1 : 10.1 : 10.1 : 10.1 : 10.1 : 10.1 : 10.1 : 10.1 963.6 !1284.8 !1606.0 !1927.3 !2248.5 !2569.7 !2890.9 !3212.1 !3533.3 !3854.5 973.7 !1294.9 !1616.2 !1937.4 !2258.6 !2579.8 !2901.0 !3222.2 !3543.4 !3864.6 10.8 : 10.8 : 10.8 : 10.8 : 10.8 : 10.8 : 10.8 : 10.8 : 10.8 : 10.8 : 10.8 832.9 !1249.4 !1665.9 !2082.3 !2498.8 !2915.3 !3331.7 !3748.2 !4164.7 !4581.1 !4997.6 843.7 !1260.2 !1676.7 !2093.1 !2509.6 !2926.1 !3342.5 !3759.0 !4175.5 !4591.9 !5008.4 . ' .. 11.5 : 11.5 : 11.5 : 11.5 : 11.5 : 11.5 : 11.5 : 11.5 : 11.5 : 11.5 : 11.5 : 11.5 :: 519.6 !1039.3 !1558.9 !2078.5 !2598.2 !3117.8 !3637.4 !4157.0 !4676.7 !5196.3 !5715.9 !6235.6 :: 531.1 !1050.7 !1570.4 !2090.0 !2609.6 !3129.3 !3648.9 !4168.5 !4688.1 !5207.8 !5727.4 !6247.0 '. ' . .. '. 12.1 : 12.1 : 12.1 : 12.1 : 12.1 : 12.1 : 12.1 : 12.1 : 12.1 : 12.1 : 12.1 : 12.1 :: 630.1 !1260.3 !1890.4 !2520.6 !3150.7 !3780.8 !4411.0 !5041.1 !5671.2 !6301.4 !6931.5 !7561.7 :: 642.2 !1272.4 !1902.5 !2532.6 !3162.8 !3792.9 !4423.1 !5053.2 !5683.3 !6313.5 !6943.6 !7573.7 . . '. .. '. 12.7 : 12.7 : 12.7 : 12.7 : 12.7 : 12.7 : 12.7 : 12.7 : 12.7 : 12.7 : 12.7 : 12.7 :: 747.5 !1495.1 !2242.6 !2990.1 :3737.6 !4485.2 !5232.7 !5980.2 !6727.8 !7475.3 !8222.8 !8970.3 :: 760.2 !1507.7 !2255.3 !3002.8 !3750.3 !4497.8 !5245.4 :5992.9 !6740.4 !7488.0 !8235.5 !8983.0 BASIS FOR THE ABOVE HATRIX: r.o. for Culvert No.1 = 12.ooo in. f()ft S'il). lZ" Plfc 1.0. for Culvert No.2 = 0.000 1n.!Use 0 if no second culvert) Weir Crest Elevat1on = 1291.71 ft.(llse 1290.0 lllini•um) length of Culvert(&) = 30 f't. Culvert Entrance Coef. = 0.78 Hann1n9'11 n = 0.013 for Welded Steel Pipe Weir Coef.of Disch. = 2.64 Culvert Tailwater Elev.= 1290.0 ft. Area lost by Thaw Pipe = 0.0000 ft~2 <Each culvert) W.P.Added· by Thaw Pipe = 0.0000 ft. (Each cuI vert) " .·,/ =1.1: ...... V1 co 0 0 . 0 co 0 < , ,. :r. ::tt:: 0 c.n c.n ;;o rrr ~ f'O -o ~ \A f\) l • • • • • • • • • • • • • • • • • • • • • ( ""'\ ,_ FILE NAME: NUKAFLOWS Case Type Pipe :~m~~:e:==~!~EC~============== Size(s): __ }~-~JU1 ____________ _ Calculation Number!# 0 5 5 ------------- FLOWS <CFSl Top number listed =Flow through culvert<s> Middle number listed= Flow over weir Bottom number l1sted =Total flow leaving pool = Nuka outflow = Upper Bradley outflow = Nuka pool inflow ------------------------------------------------------------------------------------------------------------!NUKA POOL!: WEIR LENGTH I ft l : !ELEVATION:: 10: 20: 30: 40: 50: 60: 70: 80: 90: 100: 110: 120: :----------------------------------------------------------------------------------------------------------: .. . . 1291.10 :: 5.0 o.o 5.0 .. . . .. . . .. . . : 1292.00 :: 6.7 22.5 29.3 .. .. . . . . .. . . 1293.00 •• 8.3 69.1 77.4 1294.00 1295.00 .. . . . . . . .. 9.5 :: 130.4 :: 139.9 .. . . . . . . 10.7 :: 203.3 :: 214.0 . . 5.0 o.o 5.0 6.7 45.1 51.8 8.3 138.3 146.5 9.5 260.8 270.3 10.7 406.7 417.3 5.0 0.0 5.0 6.7 67.6 74.4 8.3 207.4 215.7 9.5 391.1 400.7 10.7 610.0 620.6 5.0 o.o 5.0 6.7 90.2 96.9 8.3 276.6 284.8 9.5 521.5 531.0 5.0 0.0 5.0 6. 7 112.7 119.4 8.3 345.7 354.0 9.5 651.9 661.4 5.0 0.0 5.0 6.7 135.2 142.0 8.3 414.8 423.1 9.5 782.3 791.8 5.0 0.0 5.0 6.7 157.8 164.5 8.3 484.0 492.2 5.0 o.o 5.0 6.7 180.3 187.1 8.3 553.1 561.4 5.0 0.0 5.0 6.7 202.9 209.6 8.3 622.3 630.5 5.0 0.0 5.0 6.7 225.4 232.1 8.3 691.4 699.7 5.0 0.0 5.0 6.7 247.9 254.7 8.3 760.5 768.8 5.0 0.0 5.0 6.7 270.5 277.2 8.3 829.7 837.9 9.5 : 9.5 : 9.5 : 9.5 : 9.5 : 9.5 912.6 !1043.0 :1173.4 !1303.8 !1434.1 !1564.5 922.2 !1052.5 !1182.9 !1313.3 !1443.7 :1574.1 10.7 : 10.7 : 10.7 : 10.7 : 10.7 : 10.7 : 10.7 : 10.7 : 10.7 813.3 !1016.6 11220.0 :1423.3 :1626.6 !1830.0 12033.3 !2236.6 !2440.0 824.0 :1027.3 !1230.6 !1434.0 !1637.3 !1840.6 !2043.9 !2247.3 :2450.6 1296.00 .. . . 11.7 :: 286.4 :: 298.0 11.7 572.7 584.4 11.7 : 11.7 : 11.7 : 11.7 : 11.7 : 11.7 : 11.7 : 11.7 : 11.7 : 11.7 859.1 !1145.4 :1431.8 :1718.1 !2004.5 :2290.8 !2577.2 :2863.5 :3149.9 :3436.2 870.7 !1157.1 !1443.4 :1729.8 !2016.1 !2302.5 !2588.8 :2875.2 !3161.5 :3447.9 -----------------------------------------------------------------------------------~------------------------ BASIS FOR THE ABOVE MATRIX: I.O. for Culvert No.1 = I.O. for Culvert No.2 = Weir Crest Elevat•on Length of Culvertlsl = Culvert Entrance Coef. : Hanning's n = Weir Coef.of Disch. : Culvert Ta1lwater Elev.= Area Lost by Thaw Pipe W.P.Added by Thaw Pipe = 13.250 in. FOR 3Tl). It" PIPe 0.000 Jn.(Use 0 it no second culvert> 1291.10 ft • (Use 1290.0 llliniiiiUM) 30 H. 0.78 0.013 for Welded Steel Pipe 2.64 1290.0 ft. 0.0000 rt~2 !Each culvert> 0.0000 ft. lEach culvert) I =-11: ....... VI co 0 0 . 0 00 0 -< ' .:r. =It: 0 tn tn :::::0 m < f'\> -o "Y GO lll \A "" ~ . i , . ( .C \ ""~'- FILE NAHE: NUKAFLOWS Case Type pipe Number =---~------------------ ot Pipe: __ ~S~lr------------ Size(sl: __ j~~JiQe\~----------- Calculation Number: fl. 0 5 5 ------------- FLOWS <CFSl Top number ltsted =Flow through culvert(s) = Nuka outflow Hiddle number listed= Flow over weir =Upper Bradley outflow Bottom number listed= Total flow leaving pool :Nuke pool inflow !NUKA POOL!! !ELEVATION!: 10 : 20 : WEIR LENGTH !ftJ 30 : 40 : 50 : 60 : 70 : 80 : 90 : 100 : 110 : 120 : :------------------------------------------------------------------~---------------------------------------: .. 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 .. 1291.10 .. o.o : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : o.o : 0.0 : 0.0 : 0.0 . ' 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 '. '. . ' . ' 12.6 : 12.6 : 12.6 : 12.6 : 12.6 : 12.6 : 12.6 : 12.6 : 12.6 : 12.6 : 12.6 : 12.6 1297.00 :: 378.3 : 756.7 !1135.0 !1513.4 !1891.7 !2270.0 !2648.4 !3026.7 :3405.1 !3783.4 !4161.7 !4540.1 :: 390.9 : 769.3 !1147.6 !1526.0 !1904.3 !2282.6 !2661.0 !3039.3 !3417.7 !3796.0 !4174.3 !4552.7 ' . . . '. 13.5 : 13.5 : 13.5 : 13.5 : 13.5 : 13.5 : 13.5 : 13.5 : 13.5 : 13.5 : 13.5 : 13.5 .. 1298.00 :: 478.5 : 957.0 !1435.5 !1914.0 !2392.5 !2871.0 !3349.5 :3828.0 !4306.5 !4785.0 !5263.4 !5741.9 :: 492.0: 970.5 !1449.0 !1927.5 !2405.9 !2884.4 !3362.9 !3841.4 !4319.9 !4798.4 !5276.9 !5755.4 '' : ' ' : : : : : ' ' ' . ' . . . .. 14.3 : 14.3 : 14.3 : 14.3 : 14.3 : 14.3 : 14.3 : 14.3 : 14.3 : 14.3 : 14.3 : 14.3 .. 1299.00 :: 586.2 !1172.4 !1758.6 !2344.8 !2931.0 !3517.2 !4103.4 !4689.6 !5275.8 !5862.0 !6448.2 !7034.4 :: 600.5 !l186.7 !1772.9 !2359.1 !2945.3 !3531.5 !4117.7 !4703.9 !5290.1 !5876.3 !6462.5 !7048.7 .. : : . . : : . . .. 15.1 : 15.1 : 15.1 : 15.1 : 15.1 : 15. 1 : 15.1 : 15.1 : 15.1 : 15.1 : 15.1 : 15.1 '. 1300.00 :: 701.0 !1401.9 !2102.9 !2803.8 !3504.8 !4205.7 !4906.7 !5607.6 !6308.6 !7009.5 !7710.5 !8411.4 :: 716.0 !1417.0 !2117.9 !2818.9 !3519.8 !4220.8 !4921.7 !5622.7 !6323.6 !7024.6 !7725.5 !8426.5 '' . ' '. 15.8 : 15.8 : 15.8 : 15.8 : 15.8 : 15.8 : 15.8 : 15.8 : 15.8 : 15.8 : 15.8 : 15.8 '' 1301.00 :: 822.4 !1644.7 !2467.1 !3289.4 !4111.8 !4934.1 !5756.5 !6578.8 !7401.2 !8223.5 !9045.9 !9868.2 :: 838.1 !1660.5 !2482.8 !3305.2 !4127.5 !4949.9 !5772.2 !6594.6 !7416.9 !8239.3 !9061.7 !9884.0 BASIS FOR THE ABOVE HATRIX: 1.0. for Culvert No.1 = 1.0. for Culvert No.2 = Weir Crest Elevation = length of Culvert!sl = Culvert Entrance Coef. Hann1ng's n : ~eir Coef.of Disch. = Culvert Tailwater Elev.= Area lost bv thaw Pipe = W.P.Added by Thaw Pipe = 13.z5o in. FOR STD. I'+" PIPE 0.000 in.(Use 0 if no second culvert) 129t.10H.<Use 1290.0 111inimu01l 30 ft. 0.78 0.013 for ~elded Steel Ptpe 2.64 1290.0 ft. 0.0000 ftA2 <Each culvert) o.oooo n. !Each culvert) .. ./ ' ~ ....... \.11 co 0 0 . 0 co 0 -<::: I .:X. ~ 0 Cit Cit .::::u ~ ~ rv -o ::P' ffi lN -t- . i'' . ;· --' ;,'',.··-~1·, ·;• ··-: '~---.f·'•".;<,;'<';·' I • ·!_';-" '-"' ·; ,',:·' ·' '~~~.l~~--:~q,.-;"hJ'r'' "· ._, .. "'/!''"" ... "'!}f-) :j ·,• r·,_c·-••. ,.. ~··4-'''''(7"'~;::., ".l"-:t=/"';.f ',/' .-.• -, ": FILE NAHE: NUKAFLOWS i'' .,_ \·. :':.: ~ ·-t -, < , __ ....- Case Typlt Pipe Number =--~------------------ of Pipe:_~J~~~--------------- Ca 1 cu lab on Number: -~-Q 5 5 ------- Size(sl:_Jit~~~tL------------- FLOWS <CFSl Top number listed =Flow through culvert(sl : Nuka outflow Hiddle number listed= Flow over weir =Upper Bradley outflow Bottom number listed= Total flow leav1ng pool = Nuka pool inflow ----------~--------------------------------------------------------------------~----------------------------: NUKA POOL : : WEIR LENGTH (ftl !ELEVATION:: 10 : 20 : 30 : 40 : 50 : 60 : 70 : 80 : 90 : 100 : 110 : 120 : :----------------------------------------------------------------------------------------------------------: .. 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 . . 1290.59 :: o.o : o.o : 0.0 : 0.0 : 0.0 : 0.0 : o.o : o.o : 0.0 : 0.0 : 0.0 : 0.0 '' 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 '. '. '' '. 6.5 : 6.5 : 6.5 : 6.5 : 6.5 : 6.5 : 6.5 : 6.5 : 6.5 : 6.5 : 6.5 : 6.5 1291.00 :: 6.9 : 13.9 : 20.8 : 27.7 : 34.7 : 41.6 : 48.5 : 55.4 : 62.4 : 69.3 : 76.2 : 83.2 '. 13.4 : 20.3 : 27.3 : 34.2 : 41.1 . 48.1 : 55.0 : 61.9 : 68.9 : 75.8 : 82.7 : 89.7 .. ' .. : . ' ' ' : . : : . . ' ' ' . . ' . . . 9.2 : 9.2 : 9.2 : 9.2 : 9.2 : 9.2 : 9.2 : 9.2 : 9.2 : 9.2 : 9.2 : 9.2 .. 1292.00 :: 44.2 : 88.4 : 132.6 : 176.8 : 221.0 : 265.2 : 309.4 : 353.6 : 397.8 : 442.0 : 486.2 : 530.4 .. 53.4 : 97.6 : 141.8 : 186.0 : 230.2 : 274.4: 318.6 : 362.8 : 407.0 : 451.2 : 495.4 : 539.6 .. . ' .. .. 11.2 : 11.2 : 1 t. 2 : 11.2 : 11.2 : 11.2 : 11.2 : 11.2 : 11.2 : 11.2 : 11.2 : 11.2 .. 1293.00 :: 98.8 : 197.5 : 296.3 : 395.1 : 493.9 : 592.6: 691.4 : 790.2: 888.9 : 987.7 !1086.5 :1185.3 .. 110.0 : 208.8 : 307.6 : 406.3 : 505.1 : 603.9 : 702.6 : 801.4 : 900.2 : 998.9 :1097.7 !1196.5 . . .. '. .. 13.0 : 13.0 : 13.0 : 13.0 : 13.0 : 13.0 : 13.0 : 13.0 : 13.0 : 13.0 : 13.0 : 13.0 .. 1294.00 :: 166.2 : 332.5 : 498.7 : 665.0: 831.2 : 997.4 !1163.7 !1329.9 !1496.2 !1662.4 !1828.6 !1994.9 ' . 179.2: 345.5: 511.7 : 677.9: 844.2 !1010.4 !1176.7 !1342.9 !1509.1 !1675.4 :1841.6 !2007.9 . . .. . ' '' 14.5 : 14.5 : 14.5 : 14.5 : 14.5 : 14.5 : 14.5 : 14.5 : 14.5 : 14.5 : 14.5 : 14.5 . ' 1295.00 :: 244.5 : 489.0 : 733.5 : 978.0 :1222.5 !1466.9 !1711.4 !1955.9 :2200.4 !2444.9 :2689.4 :2933.9 :: 259.0: 503.5 : 748.0: 992.5 !1237.0 !1481.5 !1725.9 !1970.4 !2214.9 !2459.4 !2703.9 :2948.4 -~----------~----------------------------------------------------------------------------------------------- BASIS FOR THE ABOVE HATRIX: I.O. for Culvert No.1 = I.O. ~or Culvert No.2 = We1r Crest Elevation = length of Culvert(s) = Culvert Entrance Coef. = Hann1ng's n = Weir Coef.of Disch. = Culvert Tailwater Elev.= Area lost by Thaw Pipe = W.P.Added by Thaw P1pe = 15.250 in. FOR STO./G, II riPe 0.000 in.(Use 0 if no second culvert) 1290~ ft.(Use 1290.0 mini~um) 30 H; 0.78 0.013 for Welded Steel Pipe 2.64 1290.0 H. 0.0000 ftA2 CEach culvert) 0.0000 ft. CEach culvert> .) ::1J: ,_. V1 co 0 0 0 c:o 0 <. , :::c ::tJ: 0 CJl CJl J :;u m < fV -c7 ::::P ~ ~ ,. f. • • • • • • • • • • • • • • • • • • • • • ·r; FILE NAHE: NUKAFLOWS Number : 3 ,p- \ \.t(·".:- Calculation Number: # 0 5 5 Case Type Pipe of Pipe:==s~er~============= ------------- Size ( s l: _J.&_'_}JQ __ _: ___________ _ :NUKA POOL:: :ELEVATION:: 10 : FLOWS <CFSl =Flow through culvert(sl = Top nuaber listed Hiddle number listed= Nuka outflow Flow over weir Botto• number listed = Total flow leaving pool = Upper Bradley outflow = Nuka pool inflow WEIR LENGTH < H l 20 : 30 : 40 : 50 : 60 : 70 : 80 : 90 : 100 : 110 : 120 : :.----------------------------------------------------------------------------------------------------------: .. 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 .. 1290.59 :: 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 : 0.0 .. 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 .. . . : . . : . : : : . : . . . . . . . . .. 15.9 : 15.9 : 15.9 : 15.9 : 15.9 : 15.9 : 15.9 : 15.9 : 15.9 : 15.9 : 15.9 : 15.9 : .. 1296.00 :: 332.2 : 664.4 : 996.6 :1328.8 :1661.0 :t993.2 :2325.4 :2657.6 :2989.8 :3322.0 :3654.2 :3986.4 : ; : 348.1 : 680.3 :1012.5 :1344.7 :1676.9 :2009.1 :2341.3 :2673.5 :3005.7 :3337.9 :3670.1 :4002.3 : .. : : . . : : : : : : : : . . .. 17.2 : 17.2 : 17.2 : 17.2 : 17.2 : 17.2 : 17.2 : 17.2 : 17.2 : 17.2 : 17.2 : 17.2 • .. 1297.00 :: 428.4 : 856.9 :1285.3 :1713.8 :2142.2 :2570.6 :2999.1 :3427.5 :3856.0 :4284.4 :4712.9 :5141.3 :: 445.6 : 874.0 :1302.5 :1730.9 :2159.4 :2587.8 :3016.3 :3444.7 :3873.1 :4301.6 :4730.0 :5158.5 .. . . . . 18.4 : 18.4 : 18.4 : 18.4 : 18.4 : 18.4 : 18.4 : 18.4 : 18.4 : 18.4 : 18.4 : 18.4 .. 1298.00 :: 532.5 :1065.0 :1597.5 :2130.1 :2662.6 :3195.1 :3727.6 :4260.1 :4792.6 :5325.1 :5857.7 :6390.2 :: 550.9 :1083.4 :1615.9 :2148.4 :2680.9 :3213.4 :3746.0 :4278.5 :4811.0 :5343.5 :5876.0 :6408.5 .. : . : : . : : . : : : . . . . . .. 19.5 : 19.5 : 19.5 : 19.5 : 19.5 : 19.5 : 19.5 : 19.5 : 19.5 : 19.5 : 19.5 : 19.5 : 1299.00 :: 643.9 :1287.7 :1931.6 :2575.5 :3219.3 :3863.2 :4507.1 :5151.0 :5794.8 :6438.7 :7082.6 :7726.4 : :: 663.3 :t307.2 :1951.1 :2594.9 :3238.8 :3882.7 :4526.6 :5170.4 :5814.3 :6458.2 :7102.0 :7745.9 : : . : : . : . : : : : . .. . . . . .. 20.5 : 20.5 : 20.5 : 20.5 : 20.5 : 20.5 : 20.5 : 20.5 : 20.5 : 20.5 : 20.5 : 20.5 : 1300.00 : : 762. 1 :1524.1 :2286.2 :3048.2 :3810.3 :4572.4 :5334.4 :6096.5 :6858.5 :7620.6 :8382.6 :9144.7 :: 782.6 :1544.6 :2306.7 :3068.8 :3830.8 :4592.9 :5354.9 :6117.0 :6879.0 :7641.1 :8403.2 :9165.2 : ------------------------------------------------------------------------------------------------------------ BASIS FOR THE ABOVE HATRIX: 1.0. for Culvert No.1 :: 15.250 in. FOR sro. IG.'' PIPe I. 0. for CuI v:er t No.2 = 0.0~ in.<Use 0 if no second culvert! Weir Crest Elevation :: 1290. ft.<Use 1290.0 ain1muml Length of Culvert(sl = 30 It. Culvert Entrance Coef. = 0.78 Hanning's n = 0.013 for Welded Steel Pipe Weir Coef.of Disch. = 2.64 Culvert Tailwater Elev.= 1290.0 ft. Area Lost by lhaw P1pe = 0.0000 ftA2 <Each culvert! W.P.Added by Thaw Pipe = 0.0000 ft. <Each culvert! ;.. '/ ::tt::: ...... \J1 00 0 0 0 co C) -< ' ::c * 0 t1l C1' _:::;o m ..:::: rv 'J )7 ~ Vl G" / I \ ' "' '\ J •" FILE NAHE: NUKAFLOWS Case Type Pipe Number :-~------------------- of Pipe: __ SJJ;~------------- Size(sl: __ Jfl: __ ~'-'-~----------- FLOWS Calculation Number:_~--~-~--~-- CCFSl Top nu~ber listed = Flow through culvert<sl = Nuka outflow Hiddle number listed= Flow over weir = Upper Bradley outflow Bottom nu•ber listed= Total flow leaving pool = Nuka pool inflow -----------------------------------------------------------------------------------------------------------NUKA POOL:: WEIR LENGTH Cft) ELEVATION!: 10 : 20 : 30 : 40 : 50 : 60 : 70 : so : 90 : 100 : 110 : 120 : ----------------------------------------------------------------------------------------------------------: . ' 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 1290.35 :: 0.0 : 0.0 : o.o : 0.0 : o.o : 0.0 : o.o : o.o : 0.0 : o.o : 0.0 : 0.0 '. 5.0 : 5.0 : s.o : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 : 5.0 '' . . . . : ' : . . . . ' . . . . . . . . '. 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 : 8.5 '. 1291.00 :: 13.8 : 27.7 : 41.5 : 55.3 : 69.2 : 83.0 : 96.8 : 110.7 : 124.5 : 138.3 : 152.2 : 166.0 : .. 22.3 : 36.2 : 50.0 : 63.8 : 77.7 : 91.5 : 105.3 : 119.2 : 133.0 : 146.8 : 160.7 : 174.5 .. ' . . ' '' 12.0 : 12.0 : 12.0 : 12.0 : 12.0 : 12.0 : 12.0 : 12.0 : 12.0 : 12.0 : 12.0 : 12.0 . ' 1292.00 :: 56.0 : 111.9 : 167.9 : 223.8 : 279.8 : 335.7 : 391.7 : 447.6 : 503.6 : 559.5 : 615.5 : 671.4 '' 67.9 : 123.9 : 179.9 : 235.8 : 291.8 : 347.7 : 403.7 : 459.6 : 515.6 : 571.5 : 627.5 : 683.4 '' '' : : : . . : . : . . . '' 14.7: 14.7 : 14.7 : 14.7 : 14.7 : 14.7 : 14.7 : 14.7 : 14.7 : 14.7 : 14.7 : 14.7 1193.00 :: 113.9 : 227.8 : 341.7 : 455.5 : 569.4 : 683.3: 797 2 : 911.1 !1025.0 !1138.9 !1252.8 !1366.6 :: 128.6: 242.5 : 356.3 : 470.2: 584.1 : 698.0 : 811.9 : 925.8 !1039.7 !1153.6 !1267.4 !1381.3 '' : . . ' . : . : . : : . . . . . . ' . .. 17.0 : 17.0 : 17.0 : 17.0 : 17.0 : 17.0 : 17.0 : 17.0 : 17.0 : 17.0 : 17.0 : 17.0 .. 1294.00 :: 184.1 : 368.2: 552.3 : 736.4: 920.5 :1104.6 !1288.7 !1472.8 !1656.9 !1841.0 !2025.1 !2209.1 :: 201.1 : 385.2 : 569.2 : 753.3 : 937.4 !1121.5 !1305.6 !1489.7 !1673.8 !1857.9 !2042.0 !2226.1 '. : . : . : . : : . . ' '. 19.0 : 19.0 : 19.0 : 19.0 : 19.0 : 19.0 : 19.0 : 19.0 : 19.0 : 19.0 : 19.0 : 19.0 1295.00 :: 264.7 : 529.4 : 794.2 !1058.9 !1323.6 !1588.3 !1853.0 !2117.7 !2382.5 !2647.2 :2911.9 !3176.6 .• 283.7: 548.4 : 813.1 !1077.8 !1342.6 !1607.3 !1872.0 !2136.7 !2401.4 !2666.1 :2930.9 !3195.6 BASIS FOR THE ABOVE HATRJX: J.D. for Cul11ed No.1 = J.D. for Cul11ert No.2 "= We1r Crest Elevation = Length of Culvert(s) = Culvert Entrance Coer. : Hann1ng's n = We1r Coef.of Oisch. = Culvert Tailwater Elev.= Area Lost by Thaw Pipe ·= W.P.Added by Thaw Pipe"= n.z5o in. POl\ srD.I8rPIPe 0.000 1n.!Use 0 It no second culvert) 1290.14 ft.Wse 1290.0 11ini111und 30 ft. 0.78 0.013 for Welded Steel Pipe 2.64 1290.0 ft. 0.0000 ftAZ CEach culvert) 0.0000 ft. <Each culvert) ~ / ~ ..... U1 (X) 0 0 . 0 co cJ -..:::::. -}. :.tt 0 c.n c.n ::::v ITT < ~ ~ Cil fT{ \.A ----.J ,. . ' '" • • • • • • • • • • • • • • • • • • • • • ( c ~/ "'· .... "-''", ;.- FILE NAHE: NUKAFLOWS Case Type Pipe Number :--~------------------ of Pipe: __ ~~~.e~~AA----------- S•ze(s): __ lp __ tt~~~----------- Calculation Number:_~-~-~-:i- Top number listed Hiddle number 1 isted Bottom number listed FLOWS CCFSI = Flow through culvertlsl = Flow over weir = Total flow leaving pool = Nuka out flow = Upper Bradley outflow = Nuka pool inflow : NUKA POOL: : !ELEVATION:: 10 : 20 : 30 : WEIR LENGTH I ft I 40 : 50 : 60 : 70 : 80 : 90 : 100 : 110 : 120 : :---------------~------~-----------------------------------------------------------------------------~-----: '. '. 1290.35 :: 5.0 o.o 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 o.o 5.0 5.0 0.0 5.0 5.0 0.0 5.0 5.0 0.0 5.0 1296.00 1297.00 1298.00 1298.00 1299.00 '' '. .. . . .. .. 20.8 :: 354.5 :: 375.3 . . . . .. .. 22.4 :: 452.7 :: 475.2 20.8 : 20.8 : 20.8 : 20.8 : 20.8 : 20.8 : 20.8 : 20.8 : 20.8 : 20.8 : 20.8 709.1 !1063.6 !1418.2 !1772.7 !2127.3 !2481.8 !2836.4 !3190.9 !3545.5 !3900.0 !4254.6 729.9 !1084.4 !1439.0 !1793.5 !2148.1 !2502.6 :2857.2 !3211.7 !3566.3 !3920.8 !4275.4 22.4 : 22.4 : 22.4 : 22.4 : 22.4 : 22.4 : 22.4 : 22.4 : 22.4 : 22.4 : 22.4 905.5 !1358.2 !1810.9 !2263.6 :2716.4 !3169.1 !3621.8 !4074.5 !4527.3 !4980.0 !5432.7 927.9 !1380.6 !1833.3 :2286.1 !2738.8 !3191.5 !3644.3 !4097.0 !4549.7 :5002.4 !5455.2 .. '' 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 :: 558.6 !1117.2 !1675.8 !2234.4 !2793.0 !3351.6 :3910.2 !4468.8 !5027.3 !5585.9 !6144.5 !6703.1 :: 582.6 !1141.2 !1699.8 !2258.4 :2817.0 !3375.6 !3934.1 !4492.7 !5051.3 !5609.9 !6168.5 !6727.1 .. . . .. .. 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 : 24.0 :: 558.6 !1117.2 !1675.8 !2234.4 !2793.0 !3351.6 !3910.2 !4468.8 !5027.3 !5585.9 !6144.5 !6703.1 :: 582.6 !1141.2 !1699.8 !2258.4 !2817.0 !3375.6 !3934.1 !4492.7 !5051.3 !5609.9 !6168.5 !6727.1 .. . . . . .. 25.4 : 25.4 : 25.4 : 25.4 : 25.4 : 25.4 : 25.4 : 25.4 : 25.4 : 25.4 : 25.4 : 25.4 :: 671.6 !1343.3 !2014.9 !2686.5 !3358.1 !4029.8 !4701.4 !5373.0 !6044.6 !6716.3 :7387.9 !8059.5 :: 697.1 !1368.7 :2040.3 :2112.0 :3383.6 :4055.2 :4726.8 :5398.5 :6070.1 :6741.7 :7413.3 :8o85.o BASIS FOR THE ABOVE HATRIK: 1.0. for Culvert No.1 = 1.0. for Culvert No.2 = Weir Crest Elevation = Length of Culvert(sl = Culvert Entrance Coer. = Hanning's n = We1r Coef.of Disch. = Culvert Tailwater Elev. Area Lost by Thaw Pipe = W.P.Added by Thaw Pipe : 17.250 in. fOR STD. 18 • PIPf?". 0.000 in.IUse 0 if no second culvert) 1290!~ ft.IUse 1290.0 minimum) 30 ft. 0.78 0.013 for Welded Steel Pipe 2.64 1290.0 H. 0.0000 fth2 lEach culvert) 0.0000 ft. lEach culvert) ' --')" ~ I-' U1 00 0 0 0 co u :2 ' :::c =t\;; 0 (Jt tn :::0 ~ fV \) ::::P ~ \A co ,.! . r-·" \ __ ) FILE NAME: NUKALIE I R 11 <Q., " -r-,.--c ,, ,, FOR FLOW OVER LIEIR = 182.00 CFS WEIR COEF.= 2.64 L -----------------------------------------------------------------------------------------------------------------------~-------------------: WEIR WATER SURFACE ELEVATION OF NUKA POOL FOR GIVEN FLOW OVER WEIR OF THE GIVEN LENGTH CASE ::ELEVATION! 10 ! 20 : 30 : 40 : 50 : 60 : 70 : 80 : 90 : 100 : 110 : 120 :------~-----------------·-------------------------------------------------------------------------------------------------------------------: CP'k I : 12 IN. . . CN.G z.: 14 IN. : tf\SE" J: 16 IN. . eJ\5J:.t: 18 IN. .. . . :: 1291.71: 1295.33: 1293.99: 1293.45: 1293.15: 1292.95: 1292.81: 1292.70: 1292.62: 1292.55: 1292.49: 1292.44: 1292.40 .. . . :: 1291.10: 1294.72: 1293.38: 1292.84: 1292.54:1292.34:1292.20:1292.09: 1292.01: 1291.94: 1291.88: 1291.83: 1291.79 .. .. :: 1290.59 : 1294.21 : 1292.87: 1292.33 : 1292.03: 1291.83: 1291.69: 1291.58 : 1291.50 : 1291.43 : 1291.37 : 1291.32 : 1291.28 .. ' . :: 1290.35: 1293.97: 1292.63: 1292.09: 129!.79: 1291.59:1291.45: 1291.34: 1291.26: 1291.19: 1291.13: 1291.08: 1291.04 '. Bf')l) fOR lllf N>ove-~ Q= CL\-\* lUet~ e-Q.fRott P.2.t Q-=-C.L (_pOOL GL-CRE-sT EL)~z. '-._'}OLVC: fO~ "rniS U!HGN olftfTt l/JIUL1 Nf: G-tLII:AJ (POOL EL-(lrffi t=LJYz. -=. it rooL &L.-C.fES'T t:L. ::-fa\~ ?OOL E:L. ~(it)'' t CR~T EL EX. IN 1\0ou~ (~J\I(f-CAse t wn1t 100' c..o~G-WeiR ; D --f_ 182. .)"'> ~ ./ \ OOL Et...-\._?.G.t[too]) + 12."'1.71 r:: ~~~2_.~r v" =tl: ...... U1 (X) 0 0 0 (X) 0 -< .) ' :r. ~ 0 c:.n c:.n ::::0 CT/ <. f0 --.;::;1 ~ 111 ~ r /~ < <" .:· ~-. _.·""" FILE NAHE: NUKAWEIR FOR FLOW OVER WEIR = 500.00 CFS WEIR COEF.= 2.64 WEIR WATER SURFACE ELEVATION OF NUKA POOL FOR GIVEN FLOW OVER WEIR OF THE GIVEN LENGTH CASE : :ELEVATION: 10 : 20 : 30 : 40 : 50 : 60 : 70 : 80 : 90 : 100 : 110 : /·-~ I '. '· ~: . .-/ 120 : ~ ....... U1 00 0 0 0 .t :--------------------------------------------------------------------------------------------------------------------------------------------: co .. . . CM~ I : 12 IN. ::1291.71:1298.82:1296.19:1295.13:1294.53:1294.14:1293.86:1293.65:1293.49:1293.35:1293.24:1293.15:1293.07 '' e_~ ~; 14 IN. . ' :: 1291.10 : 1298.21 : 1295.58 : 1294.52 : 1293.92 : 1293.53: 1293.25: 1293.04 : 1292.88 : 1292.74 : 1292.63 : 1292.54 : 1292.46 ' '' ~~): 16 IN. :: 1290.59 : 1297.70 : 1295.07 : 1294.01 : 1293.41 : 1293.02 : 1292.74 : 1292.53 : 1292.37 : 1292.23 : 1292.12 : 1292.03 : 1291.95 '' CP..se-4: 18 IN. :: 1290.35 : 1297.46: 1294.83 : 1293.77 : 1293.17 : 1292.78 : 1292.50: 1292.29 : 1292.13 : 1291.99 : 1291.88 : 1291.79 : 1291.71 '. ' ' . ,. '. 0 <: r· I .:r: =tt:: 0 CJl CJl ,J :::;() m < f0 --""J ~ 01 ~. -~--·· ----·----~ ---4" ---· -------·-----~ ---· --------~--... _____ --~ ·--. -------.....,_____;..~--... --· ... -----·---....L•-•. ~-J.--~ ---------~ -·--------------"-·. -· -•• ---;\ . # 1 58 0 0 0\\1. H # 0 ~~f?-LREV __ .' 2. _________ PRG_E ___:._:~~-. . • ·-----: ~ • -1--------,---------·-:-:----·-·-·:·. --------·-----~-----;:::==:::::::::-· .t-, ~~ ( .... CALCULATION SUMMARY r, • lv.-H OB,ICTIVI OP CALCULATION Trtt5 RevtstotJ \) liJTENOED TO soPPLl?Mt31JT Rev. 2. G Y r~ov,ooJ& F'\ DES!&~ t1)(\ lliE'" Cr\""NNEL GXC/\VATIO~ Dowvsm~n DF ntE fife t) N 11t€ N Utl 11 S l Dt: . CALCULATION IIITHOD/AatUIIPTIONS t CI\SE" I F~OI\ (\EV, 2.. OF-T1tl5 CJ\LCVLfrTION l) ~Ill&-V)(?l) fVR. 0ESI6AJ, \--\0\JJeV~ , lltE" WE7R: ON 11tt ~Rf'1Du:y SlOG Of:-11«: POOL W/1.J SET AI El· !2.~1· Of>' ftt\\ltt:~ 1111\~ 12. ~ J ·71' fRCM 'Tltt CALCUUr'rJDN , THEncPott €' f\5SUf1tD Th!UAJ~TER 0~ 'i"11'C f\)Ul1(1 SIDC:: F\T l"ftE" r1 PE E''< l T /1UfT NV UJ \)E,. ( l'Z.~o.oo'-0·71' -=} 1289.'2.~" TV t1AINT1\I tJ DESI&Al /111J. G =: 5 c FJ F\1 T1te ) TinE" l11NI FLDUJ COMMGNCEJ ~VER me BttADLer-stDc-WctR; 1~, T'D Czt::. ...__:..M..:.:..~.:..:...~-~-~~~~S-"'M_e-~H'Eftl)--__ 0 ~ __ r,_Pe-_AJ--=-13G'fo:_--~-~-·------------t IOURCII or DATA/EQUATIONS CONCLUSIONS c/ ltiVIIWIIt (S) COIIIIINTI Pit I PA It lit DATI RIVIIWII /CHICICIII DATit INDIPINDitNT ltiVIItWIR OAT It 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 (-.-~.-:, :~ . ' . ''-<...· > 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 I 42 ~ 4 3 44 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 4J 15800.68 )i #055 ~1'\ 5ht:lC" N€Xl r"Ge 1 IF (3o1TOM I:L OF I(Lif'" ..q....-....._ \') 'itT @ eL 1'291MO' PINO V N 1~1\t\ Sl.O~ \S U~D .,.o·l'lar . "; e;L. I Z8& COIITUU~ ) e-xt!'W ft~ U::"1J~T11 ~ IJ() MJO St.DPe =-~"JO • ~ttJO Tow. NT PIPe soT ,~ TftP~fEZOI~AL (liMJAI~ t~ \HE~ ! --¥ -==tl ............... ~ J ~ ~~18'"1 sec-A-A (P.14) ~€1\. L-I>IINniW I "1-ZJ-17' 6G'P Mllnltlrrt.. IJ 1S(L..'T't' SMlO w.IT'fll.ce-01=' ~'JEL ~ • <m\ER!> CO'li-IRME]) il\e GRPIVElJ..'( NPil'IJte". Op.. CH-ettr SThffil~Cl-\1'\NNI:L DOm" a @ 128'} .({) ' (~<= 5JrETCli NexT Plr6-t .:. vse: f'\I'I~N•~G'r 1'\: o.ozs ffE{ RE:F.(D, f',/1'2., FO~ ~GRP~va, u~t~IV" 5eCT!O~, CLte"7!u" Ce..c,..,v. CH~.v. \}::: -'~' R~ s!t~ -L \J~ ~/A I 4Q I ' Et-I'Z."'I·OO-n ''tgo•OZC\ ~ 0:71 P .. 4-t I "'' I , \ I \ \ \ \ ' ' ' I I \ ~ \ i I I '\. / \ . .-.· \ \ I ' I ex: ( '\1J > 3 ex: 0 \ 4. ..J I ~ u.. \ :J z \ "" / ;/ 0> ~ I ' i ! I ·.~ ' '-../ I • ... ...... ( .6.5010.64 IFRONn STONE & WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE CLIENT 6. PROJECT . 1\l..f\% ?0\\Jtl\ F\\l\HOf\\TY-B~F\OlE.'t Ll\liE HYD~OE££c. ~RO\J. CALCULATION TITLE (Indicative of the Objective): 1\\lDDLE FOR~ H'f D~f\UL\ C> CALCULATION IDENTIFICATION NUMBER DIVISION S. GROUP CURRENT OPTIONAL J. 0. OR W.O. NO. CALC. NO. TASK CODE \S'B00.08 H 058 *APPROVALS-SIGNATURES. DATE REV. NO. REVIEWER(S)/DATE (S) INDEPENDENT OR NEW PREPARER (S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. ' M l=ts /::.. . PI'. 1-18 4f'Wt-'----0 zz ~BC::, .._ - J/5/87 ~PE~ ~~~ ;'fl\e:\I·Q rtif"'Ulli'( ~ m\-41 j.N'.:> AI!'..., 16 a H-D,. ~~/ ~ ' 1-U-88 DlSTRIBUTION * I I PAGE I OF "'"' ( 4-Z 5\-\EEl) TOTAL) OA CATEGORY (\1) 0 I-NUCLEAR SAFETY RELATED OII oms H:tQRQ OTHER OPTIONAL WORK PACKAGE NO. SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED h/) OR REV. NO. YES NO ~ 0 ./ I COPY GROUP I NAME & LOCATION I COPY SENT GROUP I NAME S. LOCATION I SENT I I (V) J I (v') RECORDS MGT. I FIRE HLe-A~tlO~Nie'"l /' I I FILES(OR FIRE I · 2.. I v I I FILE IF NONE) I C)RtG.-voB~ R+, I I I I I I I I I I I I I I I I I I I . I I I I I I I I I I I I ! ! I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 · ·; 2 I 22 23 24 25 2& 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .11.5010 65 STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 2. _.,., S \5800.08 \-\ 058 ff .. 2.-\S OF C:f\U:Vlt\TIO~ t1-058 (~ev .. 0 OF THE Cf\LC.ULI1\10~) \-\F\\J~ '\)E'E"N 5Jre-R5E0cD A~O A~~ No LDAJ&:-~ P\rPU t"' GLG 1 :JJ l1PIVE {)EBJ OM tnc-o \-\E"RE"". '. '-._, __ / I ·. cALCULATION suMMARY I" o.,~q.'gAoc"'LATJO!I. 110./ &5010.62 D1v.-H "# ' u . b tj / # o s 8 REVISION I ~~8! I h Of 41 QA CAT!80"Y/ COD! CLASS N/A OI.I!CTIV! Of CALCULATION '11\E' 0\1JECtl\JG _nl= RE\/1~10~ L 15 THR~c=-FOt.:O !. \) ~REff"ll\:~ A ~8.0 ~PITI~IJ C.Utt.VS fO" CURR'ENT 0 PEN C.ltfr1JAJEL CO~(tf~ WHICH USE"S A DtffeREIJT lRAPEZOIDAt. SHAPE fiND A Z ~ (JRP.Dt; WrtH NO OAM S DVI: Th UWB11AJ6-OF ltJ'rP\n'c ElEVPrTIO~~ FOI'\ 11t'E T1.UD t~OE'l PAttTS . z.)f>REPP\~ C\J~\1€1 GtUeD ~~ P\'JEflf\~ DP!lL I FLOW REC.ORDJ SHOW/fJlT DAILY EXCta>S\Xe: P\~D ANNV"L PMB~OIUTY OF P&ltr OC'C0~R~~~· 3) PR.~PN~E' P.. C\JfNE' WliiCH St10W..S FOR I»C~EM~~ EV~LU1rT70fJ "1"1"fC PResevr UJO((TH V"L\Je 0 F S'"AtH /1\00lnOAJ'«.. CFS OF ()JA'TeR_ ABU; TD (JfE Cflf'TV~ED (3Y 7l1G DtV~StOlJ C l·\fWNEL, CALCULATION M!THOD/ASSUIIIPTIOIIS S\f\NDI\~o \iY DRrwu( ME11it)DS ~re~ u~ ~OUlffit>OT FVJD RER:-~?eNta> 1\s mer oc~u~. f\S5Vf'\PnotJs FOR. aotJOMt~ 1.00~ 11' PtR~ INi\:;-n~r @ 3 ~ 1\oov~ tNr:L.A:noN) ?U\lST L\Pt@ )0 'I'S\RS IF\~£) fOUJ<=R. WORTli S7z_ 4/lf~H . c\)cR~~o~~ CuRvG ~1\ CUI\~E~T OfEN Crt~N~a. Cr>MCEPT -5EF P.21-, 2.) Exca::oetJCE c.uR\Je ~sEJ) o~ f>'.VERPt~ DPfiLY fLows ... srr P. 34. ~NN\)~L ~RO \)f\r.,IU1'1' Of EXCJ2EOIN6-G-\Vl:N A\JE. D~ILY FWWS-S<EE p, 37. 3) (UR\If SHOWI ~G-ffi~cf\>T WORil-\ V/\LU(; OF GP\Cl-\ ADO tTl ONA1-CFS dF WATI:i?.. F\~L\2 1'0 BE" CP'\~T\JR€0 Gl Titl:: D\\ll5"R.Sl0~ Ct\P\NAJEL ,_ SEC P.~ 8. +I R!VI!W!R (S) COMMENTS DATE RIVIIW!R/CH!Cil!R DATE I liD! P!IID!IIT R!VI !W!R DATE CALC. t-Jo. 05"8 StfETC.ti Of \1-\f O?EN Ct\~tJ~EL CO~~Ef'T fOB THE ['~\\DOLE fOB'f\ 0\VER~ION ! INTAKE BASIN MANDATORY WASTE FILL AREA 2 ---~ TO MARMOT CREEK EXISTING DRAINAGE'-- STILLING BASIN PEN CHANNEL (NTS) A.GE 2.o-OF B AREA PLAN . .... -----------FIGURE 1 ( ·" . ( ,. •' • .. .t.5010.65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 20- 1 5 8 o \-\ # 0 5 8 RraJ.! S ot=-~ 2 . MlOO££ FOR,t\ C.ttmmgt -DEVElOP RrtTING-0JR\JE" FOR NSU CROS5-SE<:.TJON! 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 Z9 30 31 32 :n 34 35 36 37 38 39 40 41 42 43 44 45 46 VP\Ri IO' SI...OPE : Z i, /"" Rer. Q) 'f(\ OJ\nlt\~S .Y\ -= 0·04-0 PER. p. 1'2.! oF-Clto!O R>ft ROOGtt BtA~n:o SURFtrC~ INV ES 11 &rrTE LOW-fLDul CON Dtno N : ~ ~ 2' ('fLOW u·J P\R€1\ A, Arsov0 : flt,\1) Wt::Tlt.V f~tl'1. ~ PIS A Ftlk>CT70V Of d : ~ = J f~~)'l. + J ~~ t{ft2~,y- g = j 2.G <t a t ~ I·O~zs~t. I f, ~ G I 12~ 8 t J ro~ 14'f0Rf\UllC ~f=\DIU5 .r-= """"7"1---R,~ -t. = ~:~~~w = Jo.4Ya 2 ~ 1 r-.,~ t(s.25~)~) ( A,= 2·GZ5~ 1. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 . '·.· 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE li WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION 5 GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE1:.L W 1 5 8 0 0 . 6 8 r\ # 0 5 R ReV. I (Low FLOW } ~ ~ 2' ] ~D~b!Tl 0 tJ) C~~TO) ~ ex,= A,V, = A, '·'t' (\~S" (11/fNHI~&·s ~ (~~(j)) ex..= (z·GZs)~ )(~~~)(o.+2B2~)"S (o.ozo) ~ I Q': U35+ ~ ~3 'I ~~ Cft) Q.(cFS) V, (f'p~) 0 0 0 (i) o,2. Od I f.OZ. Q.t-6-<. 0-2. .: So&CRIT· Fu>W 0.4 Q,b9 ,,,2.., 0.33 <O,+ /( " 0.& Z.OI 2..12.. 0.52 I, II o.g 432.. 257 0:70 ,, II j.O 7·835 2.~~ -o.s~ II .. I, '2.. 12.1 "'"J,37 /.013 ,, " 1·4 ~~-2.. 3·7+ j.'2.7 ., lj I. c, 2.7.t +.oB {.4] •• •• \. 8 37.(o ~42... 'j,C,C, •• •• 2.0 49.8 +.7+ }, gc, It lj . I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 • < .-.. 2 I . ' 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .&5010 65 # CALCULATION IDENTIFICATION NUMBER .J.O. OR W.O. NO. DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 2.'2. 1 5 8 o o . 6 8 H # o 5 SJ~ev. I INV6TIGfflt H/6-H-FLOW CONDITION: y>z'(FwuJ ~~ A1 ~ AL): ATm>rr_ !\) "' PUAlCTION OF ~ ! +\k~ @ I lOS' p., t. l --, $---~-. ~.. t ( IO' •j A. = t (1o.s)( z.) = 10.5 ff l. , A~=-(J t Jlf) 1' ~ (to-5 t-o.zs-Lq.-z] )(~ -z) c:~ r. 2.1 ~a=.<D) F\z.: ( 10 + 0·2.5'~ )~ -2) f\,-,tm" 10·5 + (0.?5(1+ t~)~-2.) P\TO'fP<l."' /0,5 T Q, 2$ ~2 + JOQ-0,50~-20 [ AToTN. = O,ZS ~2 + 9.5 & -~.5" I Wei reo ~~\MIITI?R ~ P~TI'Il. =-r. -r P& = ~ zz -t-1o'Z. .;-jzt+ os z.) t P.z. = 12.2 "o + P ,_ Pilrolt. = _ I z.ZtOO ;-z 0 (1-2)2 -t (o·25~ .. zj) z.) ~,TM. .. 12·26 o + z. (J ~~-"'"a-t+;-(o.~5d-o.s)20 ) ~Tom1-~ 12·'2&0 -t 2-(J~ t-1-j t 4-1-O.OGZ5~z.-0.25 d + 0.25·) PlO'ffll ~ \Z.LbO '+ 2.(JI.C>~25 d2 -t.25# + +25) · (rn1111.. ~ 1'2-260 T 44-.ZSf-17d + 1"71 HtORIWL\C Rf\Ot\)5 ; 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 .. 20 ( .. -·; . ' 21 \ ~... ""', " 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .6.5010 65 STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER (rtiG-H flOW l.'q > 2 '] CorvnrnoAJ } co~TD) : Q ,...,. v .... 1\ I·+~~ R ~ s ~t. ( ' -) iO'rPIL = nro"rnL -rlTDT1'1L n 11TIII.. lfli'INNIN(] s Eril ~ z..o 2.5 "3·0 3.5 4-.0 t·5 5,0 5.5 c;,.o 7.0 $.0 ~~o Jo.o 11·0 12.·0 n.o lt.O 15.0 ,~.0 :. SOOCII'tncl\'t r=:unu II II ,, tr ,, It ,, If ,, , , If ,, " ,, " If q ,, ,, ,, II ' h ,, ,, ,, It . I PAGE 23 "' MIAD "roN. OHIO -l~·l~..l , ' 1 {'rl"J ··."- . ··'' . 1 to~ i • ' ! I I ' ' I I Ct\M~EL C~SS·SEC.1to~ I i 'i : I : ! l I l I ' ! I I i lOOO l 1200 L I ' I I l I ' ' fLO. v,J';i Q-(Ms)i . '. 1 . l Iii T ,1 I > I ! I I I l I . l::tt: ! I it-a ;\.11 co :C) I ·a !CJ' :en 0 <:. ~ 0 CJl 00 '-.J :x> (i) ~ - }> 4' :(if .. 5010.65 J.O. OR W.O. NO. # 15800.68 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Eo GROUP CALCULATION NO. OPTIONAL TASK CODE H # 0 5 8 1 REV-! PAGEQ MtOOLt fORh /ReCORDS Me OM f fP. -32. TA~UlflJIO~ FRon AVe?. Dl11l! __ FtvUL_RcroRD1_;_ No. tf-()A Yf IN EACH RflNG·e ~~~~·~ No.OFj' 'l I ''">r.-1 I ~I -1 _I -~ ~ ) .I , -~ rAGE 25 GOO ~ PAYl_,(c>-5 4 5-10-f /0~ 20-·to"' 'W-GO ro: r"&z~o_c;tl~~(so~; z~~~G,£"1E~~~j:,itV;-I~~~~ l -----! I I ' I ·------4 I ~ 8113&5 G 4 G5 "'5 _'I_C:_ __3 I ! \ t_ .. I 0 15 ! 20 21 I 3 i 2 I 0 ~ I \982.! 3&5 ·~ 87 38 ___ 53 --~s::J.~ -l\3 : 51 lit I 7 I I I I ! ? () 119 83 353!11 1 I{Q ! ss 3 ~ 2 7 11 i 21 1a • 4 s ! 0 I 1 i a 1 a I o i o • ----------·~-·-·-··----· I". . ···-r· . -·-·. , ____ -··-----· 0 198t 3~ !i \01 G2.. 48 30 2.1 Z2. i 13 i 20 1 8 i 0 \ 0 ;~ 3 ~1GS? ~~ :G ~=-··::-~_~i--21 ;;_~~-;~_[(-J ~ t~ I ~ '------1 1011\L 2,5 70) 4-51 23'\-23& \\,f 132. \15 308,\\5 i 71 0 0 *fOR Wf\TER Ye-f\R \, 83; '()F\1 2."! OF EF'ICH t\01-JTI'l 1.01\5 f"\ISS!N& I~ 1111? \J)GS PRI~TFO A~ PORT. C U tHJ U\TI VE-: ~ 5 CFS 10 zo 40 GO 80 /00 lSD 200 )00 400 500 &00 GOI 1W. D11 n( M~~) 703 DI\YS 1151 138 B !G;2_t f7Be li20 2035 231-3 2.1-58 252.{ ?..537 2.543 2S~t 2.545 I .% cES5 IHilN 7.G ~ 4-SJ"i- 54.51- G3.gl 70.2(p 75.4f 7C). ~& ~2.00 C](Q.58 1'1.37! ~ o;.c, 8(, ~9/121 ~<).~0{ \00·000 8 (0 t 1 1 I . % (FJY.JI\nt:f) Ofi CJ(fffJED) 72.18% 51-.bG tS.t(? JG.I( ~.7t 21-:5~ 20.04- 7-?t 3:t2. 0.62.~ o.JJt o.o7e:r 0.03"/ o.ooo ' I rLonr:.o 0 ~ P. 33___ l u'J' f0& 1\R rniM<:IK ?1\Pt:.R) 1\ND ON P. 34-( \j)/A)G LOG~~f\00f\CIL11Y fF\PE~ \. # 15800 68 Otv.-H SOUTH-CENTRAL ALASKA 119 15239050 BRADLEY RIVER TRIBUTARY NEAR HOMER ,, 80 Wl\11:1\ '(ef\R LOCATION.··Lat 59•46'42", long 150.45'15", in NW\NE% sec.2, T.5 s., R.9 W., J:enai Peninsula Borough, Hydrologic Unit 19050002, on left bank 6.0 ai (9.6 ka) upstream froa mouth and 27 mi (43 km) east of Homer. r----...,.....__,.--., ~Y-2-G -32.. FH~t1 Ref:@ DRAINAGE AREA.·-9.25 mi 2 (23.97 ka~). PERIOD OF RECORD.··October 1979 to Septeaber 1980. GAGE.--Water·stage recorder. Altitude of gage is 2,300 ft (700 m), froa topographic map. REMARKS.··Records good except those for Nov. 18 to June 15 and July 19 to Aug. 18, which are poor. Several observations of water teaperature were aade during the year. EXTREMES FOR CURRENT YEAR.··Maxiaua discharge not determined; minimua daily, about 4.0 ft 3 /s (0.11 m3 /s) Feb. 15 to Apr. 24. DAY 1 2 3 4 5 6 7 8 q 10 11 12 IJ 14 15 16 l7 18 19 20 21 22 23 24 25 2~ 27 '?II 29 Jl) 31 TOTAL MEAN MAX M{N CFSM !"'. AC•FT OCT 321 273 167 180 156 107 84 112 232 156 170 114 88 75 80 10?. 78 63 53 45 42 38 35 3i' 30 32 27 i'4 22 51i 411 3045 98.2 321 22 10.6 12.24 6040 OISCHAI!GEt IN CI/BlC FEET PEP SECO"'O• WATER YEAR OCTOBER 1979 TO SEPTE14BER 1981) ~€11"1 VALIJE5 NOV 32 33 35 32 24 24 60 72 57 56 72 57 44 b3 56 35 32 30 25 ?5 zo 20 20 20 15 IS 15 15 15 15 1034 )4.5 72 15 3.73 4.!6 2050 DEC IS IS 10 10 10 111 10 10 9.0 9.0 9.0 9.0 q.o 9.0 8.o 8.o 8.0 8~0 8.o 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 6.0 6.0 6o0 6.0 2b4.0 8.5<! IS 6.0 .92 1.06 524 JAN 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 s.o s.o 5.0 5.G 5.0 s.o s.o s.u 5.0 5.0 5.0 s.o s.o s.o 5.0 1b7.0 5.39 b.O s.o .sa .67 331 FEll s.o s.o s.o s.o 5.0 5.0 '5.0 s.o s.o 5.0 s.o '5.0 s.o 5.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 130.0 4.411 c;.o 4.0 ,46 ,'l2 258 MAR 4.0 4.0 4.0 ~o.o to.o 4.0 looO 4.0 4.0 to.O 4.0 4.0 4.0 . 4.0 4.0 to.o· 4.0 4.0 to.o 4.0 to.o to.O 4.0 to.o 4.0 4.0 4.0 4.0 4.0 4.1) 4.0 124.0 4.00 4.0 to.O ,43 .c;o 2~6 APR 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4o0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 s.o s.o s.o s.o s.o s.o 12'!t.O 4.20 s.o to.o .45 .51 250 14AY s.o 5.0 5.0 s.o s.o s.o 5.0 10 10 10 10 10 10 10 10 10 10 10 10 10 20 20· 20 20 20 20 30 30 30 30 30 435.0 14.0 JO 5.0 1-51 lo :5 863 JUN 40 40 40 50 so 60 70 80 90 80 81 70 70 60 60 62 6S 68 7S 82 80 78 84 105 177 187 163 147 119 102 2535 84.5 187 40 9.14 10.19 5030 JUL 100 100 98 102 144 227 184 163 147 144 31 s. 481 284 273 264 187 187 191 190 191 191 200 219 200 180 210 250 250 280 300 199 6451 208 481 98 22.5 25.94 12800 AUG 184 170 190 138 127 140 ISO 130 200 500 600 400 300 180 170 180 !56 170 191 163 136 110 107 98 94 92 92 96 96 88 IJO 5578 180 600 88 19.5 22.43 11060 WTP YR i9BO TOT~l 23342.0 MEAN 63.8 MAX. 600 H!"' 4.o CFSM 6,90 IN 93,86 AC-FT 46300 NOTE.··No gage height record Dec. Z to June IS and most days July 19 to Aug. 18. SEP 138 lOS 86 70 60 55 52 53 78 75 59 57 130 245 264 245 163 127 lOS 86 84 90 77 70 68 259 236 130 100 86 3451 115 264 5?. 1<!.4 13.89 6!150 # 15 8 oo. 6 8 Dw.H # 0 5 8 . l Rt:V. \ SOtm!-CENTI:W:. ALASKA Ul 15239050 BRADLEY RIVEtt TRTBUTARY NEAR. HOMER ltt81 Wf'Teft Ve'Af\ Lat 59.46'42" long 150.45'15", in NW.IJ;NE.IJ; aec.2, T.5 S., R.9 W., Kenai Peninsula Borough, Hydrologic ·· ,oCA'I'I 0N1·9o50002, on left bank 6.0 mi <9.6 km) upstream from mouth and 27 mi <43 km) eaat of Homer. unit • GE AREA.--9.25 mi2 (23.97 km 2 ). :;liiAIIiA ~.JIOD Of RECORI>.--October 1979 to current year. -Water-stage recorder. Altitude of gage is 2,300 ft (700 m), from topographic map. ;_t:;£.- KS --Records good except those for period of no gage-height record, Oct. 31 to Feb. 17, which are poor. ·~~:ve;al observations of water temperature were made during the year. EMES FOR PERIOD OF RECORD.--Maximum discharge not determined; maximum gage height recorded, 7.87 ft (2.399 m) !r.~ b 24 1981, backwater from snow; mintmum discharge recorded, 3.6 ft'l• (0.10 m3/l) Apr. 17, 1981, but may n!v~ be~n less during period of no gage-heigpt record in December 1980. EMES FOR CURRENT YEAR.--Maximum discharge, 609 ft 3 /s (17.2 m3 /a) July 15, gage height, 7.78 ft (2.371 m); tX7R ximulll gage height, 7.87 ft (2.399 m) Feb. 24, backwater from snow; minimum discharge recorded, 3.6 ft 3 /s ~.l02 ml/1) Apr. 17, but may have been leas during period of no gage-height record in December. 2 3 4 5 b 7 5 ~ n< . ·-· 3 14 15 16 17 18 19 20 21 22 23 24 .25 26 27 28 29 30 31 !OTAL MEAN ~X MIN CFSM w. AC-rr OCT 92 78 68 57 53 57 59 53 45 42 36 33 31 52 57 42 33 43 47 37 45 136 82 86 52 39 31 26 23 20 18 1573 50.7 136 18 5.48 6.33 3120 DISCHARGE, IN CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1980 TO SEPTEMBER 1981 MEAN VALUES NOV 16 15 14 13 12 ll 10 10 9.0 9.0 8.0 8.0 7.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.0 5.0 5.0 5.0 5.0 5.0 241.0 8.03 16 5.0 .87 .97 478 DEC 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 7.0 lf' 149.0 4.81 10 4.0 .52 .60 296 JAN 20 15 10 10 15 zo 15 10 10 20 15 15 20 25 20 25 28 25 20 15 15 20 20 15 15 10 10 10 15 20 25 528 17.0 28 10 1.84 2.12 1050 FEB 20 15 15 15 20 15 15 10 10 9.0 8.0 7.0 6.0 5.2 5.2 5.2 5.2 5.1 5,1 5.1 4.9 4.9 4.9 10 10 6.6 5.6 13 261.0 9.32 20 4.9 1.01 1. 05 518 MAR 13 6.4 5.1 5.0 5.0 4.8 4.& 5.4 4.6 4.8 7.6 10 11 4.8 4.4 19 13 34 7.1 4.8 4.8 4.6 4.4 4.4 4.4 4.2 4.4 4.2 4.2 4.2 4.2 222.4 7. 17 34 4.2 .78 .89 441 APR 4.2 4.2 4.2 4.2 4.2 4.1 4.1 4.1 4.1 4.2 4.1 4.1 4.1 4.1 4.1 4.1 3.9 4.1 4.1 4.1 4.1 4.6 4.4 4.2 4.4 4.2 4.6 4.6 5.1 5.1. 127.7 4.26 5.1 3.9 .46 .51 253 MAY 5.1 4.8 4.8 5.4 5.6 7.1 12 25 16 20 20 20 17 19 19 21 24 25 33 30 23 20 20 19 23 31 41 42 50 80 73 755.8 24.4 80 4.8 2.64 3.04 1500 JUN 78 73 63 57 57 53 50 53 50 53 53 59 66 72 70 72 80 92 112 133 133 136 133 130 127 141 163 139 124 133 2755 91.8 163 50 9.92 11.08 5460 JUL 127 117 114 119 114 119 122 124 170 294 241 180 160 207 429 401 268 236 223 223 215 199 232 344 338 250 232 191 191 184 . 170 6534 211 429 114 22.8 26.27 l2960 CAt YR 1980 TOTAL 20962.0 MEAN 57.3 MAX 600 MIN 4.0 CFSM 6.20 IN 84.29 AC-FT 41580 llTR YR 1981 TOTAL 21791.9 MEAN 59.7 MAX 429 HIN 3.9 CFSM 6.45 IN 87.63 AC-rr 43220 AUG 207 255 207 199 195 219 232 326 289 250 241 264 232 160 163 170 156 147 136 147 156 138 127 114 119 141 156 147 138 133 117 5681 183 326 114 19.8 22.84 11270 SEP 110 105 102 124 133 160 167 133 117 107 92 84 75 71 86 127 160 141 136 119 102 90 75 66 59 52 49 44 41 37 2964 98.8 167 37 10.7 11.92 5880 I I ·.·· \, # 15800.68 ow.-H #058 ReV, l 104 15239050 SOUTH-CENTRAL ALASKA BRADLEY RIVER TRIBUTARY NEAR HOMER \'\8~ Wf\11:1\ YeM · !,OC:ATION.--Lat 59.46'42", long 150.45'15", in NW.Ir;NE.\; scc.2, T.5 S., R.9 W .• Kenai Peninsula Borough. , Unit 19050002, on left bank 6.0 mi (9.6 km) upstream from mouth and 27 mi (43 km) east of ihmcr. i1ydr!' 1 ,,~,: \' OI<AINAGF.: AREA. --9.25 mi 2 (23. 97 km!). PERIOD OF RECORD.--Octobcr 1979 to current yc'l.r. GAGE. --Water-stage recorder. Altitude of gage is 2, 300 ft (700 m), from topographic map. REMARKS.--Rccords good eKcept those for Oct. 26 to Mar. 23, which are fair. Several observations or water temperature were 111ade during the year. EX1'KEMES fOK PERIOD OF RECORD.--Maximum dischatge recorded, 908 ft 3 /s (25. 7 ml/s) July 11. 1980, gage height. 8.05 ft (2.454 m), but probably was more during period of no gage-height tecord, Aug. 10-12, 1980, mHximuc-, uage height recordcd, 9.57 ft (2.917 m) Feb. 4, 1982, backwater from snow; minimum dischargc rccordetl, J.J ft'/s (0.093 ml/s) Apr. 17, 1982, gage height, 5.67 ft (1.728 m), but may have been lcss during period ,f no gage-height record in December 1980. EXTREMES FOR CURRENT YEAR.--Maximum discharge, 857 ft'/s (24.3 m'/s) Sept. 15, gage height, 8.01 ft (2.441 m); maximum gage height, 9.57 ft (2.917 m) Feb. 4, backwater from snow; minimum discharge, 3.3 ftlfs (0.093 m3 /s) Apr. 17, gage height, 5.67 (1.728 m). Peak discharges above base of 300 ft 3 /s ( 8. 5 m'/s) for the period of daily record were computt!d and are "hown below. Annual maximums (*) are also shown below. Date Oct. Oct. July July Aug. Sept. Sept. Feb. July DAY :. 2 ' ' 3 ' 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 '" zu 21 22 23 24 25 26 27 28 29 30 31 TOTAL HEAN M.AX tUN CFSM 1. 1979 2. 1979 6. 1980 11, 1980 11, 1980 15, 1980 26, 1980 24, 1981 10, 1981 OCT 34 32 31 29 28 27 25 25 22 22 23 25 27 27 27 26 24 23 ,, 0 20 49 59 105 92 68 52 50 45 45 40 40 1164 37.5 105 20 4.05 4.68 2310 Time 1300 1600 0200 2200 Unknown 1100 1530 2330 1910 Discharge Gage height (ft'/s) (m 3 /s) (ft) (m) 450 12.7 429 12.1 310 8. 78 908 25.7 *Unknown 408 11.6 698 19.8 ice jam 457 12.9 7. 59 2. 313 7.56 2.304 7.37 2.246 8.05 2.454 *Unknown 7.53 2.295 7. 87 2. 399 *7.87 7.60 2.399 2.316 Date July July Aug. Aug. Jan. Feb. Sept. Sept. Sept. 15, 1981 24, 1981 8, 1981 12, 1981 28, 1982 4. ·i982 5, 1982 15, 1982 21, 1982 Time 2200 2330 1700 2300 0800 0700 2330 1900 0930 Discharge (ftl/s) (m>/s) *609 497 465 310 ice ice 529 *857 321 17.2 14.1 13.2 8. 78 jam lam -15.0 24.3 9.09 Gage height (ft) (m) 7. 78 7.63 7. 58 7.28 7.65 *9.57 7. 69 8.0! 7.3<l 2. "} 71 'l. 326 2. HO 2.21'1 2. J J:~ 2. •) l } 2. 141• 2. l~ld 2. 252 DISCHARGE, IN CUBIC FEET PElt SECOND, WATER YEAR OCTOBER 1981 ·ro S~:Pn:MBER 1982 MEAN VALUES NOV 40 35 35 35 35 35 35 35 50 90 80 50 30 24 21 20 18 17 : 7 17 16 15 15 20 30 50 40 36 30 25 996 33.2 90 15 3. 59 4.01 1980 DEC 20 20 15 15 15 13 11 10 10 10 11 15 20 15 15 20 30 20 l s 12 10 10 9.0 9.0 8.5 8.5 8.5 7.9 7.6 7.6 7.6 406.2 13.1 30 7.6 1.42 l. 63 806 JAN 7. 6 7.3 7.1 7.1 6.8 7. 0 7.0 7.0 6.8 6.8 6.6 6.6 6.6 6.5 6.5 6.5 6.8 6.6 6. 1 5.8 7. 0 8.0 7.3 6.3 6.3 5.8 7.0 8.0 10 11 11 222.8 7.19 11 5.8 .78 .90 442 12 13 15 30 20 12 10 9.6 9.6 9.6 8.6 7.9 7.1 7.0 7.0 7.0 7.0 7. 0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 259.4 9.26 30 6.0 1.00 1. 04 515 MAR 6.0 5.5 5.5 5.5 5.5 5.5 5.6 5.3 5.2 5.1 4.9 4.9 4.9 4.5 4.0 4.0 3.7 3. 7 6.0 10 8.0 6.0 4.8 4.2 4.2 4.2 4.1 4.1 3.9 3.9 3.7 156.4 5.05 10 3.7 .55 .63 310 APR 3. 7 3.7 3.7 3.7 3. 7 3.7 3.7 3. 7 3.7 3. 7 3.7 3.7 3.6 3.6 3.6 3.6 3.6 ). 7 ).6 3.6 3.6 3.7 3. 7 3.8 4.0 4.1 3.9 3.9 4.1 4.1 112.2 3.74 4.1 3.6 .40 .45 223 MAY 3.9 3.9 3.9 3.7 3.7 3.9 4.4 4.8 9.0 9.6 7.6 6.1 5.6 5.6 5.6 5.8 6.6 6.8 6.6 6.8 6.6 7. 9 8.3 7.6 10 12 10 11 13 17 28 245.3 7.91 28 3.7 .86 .99 487 JUN 29 26 26 29 43 52 55 50 71 96 71 53 57 39 35 JS 38 42 4') 52 59 68 90 92 100 102 124 180 144 110 • 2017 67.2 180 26 7.27 8.11 4000 JUL 105 88 75 68 70 78 141 138 147 110 122 124 130 122 127 !53 136 1 1' ;J) 167 184 180 211 203 199 180 180 184 195 207 173 4462 144 211 68 15.6 17.94 8850 AUG 153 144 136 124 122 114 112 110 107 102 tOO 98 100 112 112 105 100 '1(\ 68 8& 86 98 133 130 117 102 105 105 138 141 122 3492 113 153 86 12.2 14.04 6930 Sf.P 105 88 78 70 2n 232 :10 100 84 30 73 65 127 147 419 138 236 144 114 94 82 75 &3 60 57 5() 4090 lJ() 419 56 14. 7 16.45 8110 '-vAL YR 1981 TOTAL 22395.1 MEAN 61.4 MAX 429 MIN 3.9 CFSM 6.64 IN 90.05 AC-FT 44420 WTR YR 1982 TOTAL 17623.3 MEAN 48.3 MAX 419 MIN 3.6 CFSM 5.22 IN 70.87 AC-FT 34960 . "'-"'~.... ---.. ~ .. ........ " -~ # 15800.68 ow.-\-\ # 0 -1 ~11&E 2.9 SOUTH~CENTRAL ALASKA 5 8 ) REV I 91 15239050 BRADLEY RIVER TRIBUTARY NEAR HOMER ,,83 WAt 1::1\ Y&P\ft LOCATION.••Lat 59.46'42", long 150.45'15", in NW!w;NE.\: sec.2, T.S S., R.9 W., Kenai Peninsula Borough, Hydrologic Unit 19050002, on left bank ·6. 0 1111 upstrea~~~ from mouth and 27 1111 east of Homer. / DRAINAGE AliEA. ··9. 25 1111 I. PERIOD OF RECORD.·-October 1979 to current year. GAGE.•-Water·atase recorder. Altitude of sage is 2, 300 ft, fr0111 topographic map. REHARKS.··Recorda good except those for Oct. 6 to May 15, which are fair. Several observations of water temperature were made during the year. EXTREMES FOR PERIOD OF RECORD.··Maximum discharse recorded, 908 ft'/s July 11, 1980, gage height, 8.05 ft, but ~robably was more during period of no gage-height record, Aug. 10·12, 1980, maximum gage height recorded, 0.28 ft Dec. 26, 1982, backwater from snow; minimum daily discharge, about 2.8 ftl/s Mar. 8-19, 1983. EXTREMES FOR CURRENT YEAR.-·Maximum discharge, 279 ft'/a Au~. 8, gage height, 7.28 ft; maximum ga~e heifht, 10.28 ft Dec. 26, backwater from snow, no peak above baae of 300 t'/a; minimum daily discharge, about .8 ft /s Mar. 8·19. DISCHARGE, IN CUBIC FEET PER SECOND, WATER_YEAR OCTOBER 1982 TO SEPTEMBER 1983 HEAN VALUES DAY OCT IIOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP 1 53 11 6.6 6.3 4.2 3.0 3.2 4.0 84 144 122 74 2 48 11 6.3 6.0 4.2 3.0 3.2 4.0 59 130 122 70 3 43 11 6.0 5.6 4.2 3.0 3.2 4.0 49 120 138 72 4 38 11 5.5 5.4 4.2 3.0 3.2 4.5 44 125 147 70 5 36 10 5.0 5.4 4.2 3.0 3.0 4.5 42 127 189 62 6 33 10 4.5 5.4 4.0 3.0 3.0 4.5 49 125 159 54 7 30 9.9 4.8 5.2 4.0 3.0 3.0 4.5 62 127 186 49 8 29 9.6 5.0 5.2 4.0 2.8 3.0 5.0 68 147 245 47 9 27 9.6 5.0 5.0 4.0 2.8 3.0 5.0 70 147 176 44 10 25 10 5.8 5.0 4.0 2.8 3.0 5.0 70 132 135 42 11 23 15 6.0 4.8 3.5 2.8 3.0 6.0 68 117 118 40 12 29 20 6.0 4.8 3.5 2.8 3.0 7.0 74 110 106 39 13 26 25 6.0 4.8 3.5 2.8 3.0 8.0 78 123 100 42 14 26 15 5.8 4.8 3.5 2.8 3.0 9.0 78 141 94 44 15 24 11 5.8 4.6 3.5 2.8 3.0 10 80 144 88 38 -'· \ 16 23 8.7 5.6 4.6 3.0 2.8 3.0 12 70 147 82 34 17 22 7.0 5.6 4.6 3.0 2.8 3.0 14 72 156 88 30 -..... 18 20 6.0 5.6 4.4 3.0 2.8 3.0 14 102 138 96 30 19 19 6.0 5.6 4.4 3.0 2.8 3.0 14 112 127 96 38 20 18 6.0 5.6 4.4 3.0 3.0 3.0 16 106 127 90 60 21 17 6.0 5.6 4.2 3.2 3.0 3.0 17 100 133 90 62 22 17 7.0 5.6 4.2 3.2 3.0 3.2 18 104 122 92 62 23 15 7.0 5.6 4.2 3.2 3.0 3.2 18 122 112 88 54 24 15 7.0 5.6 4.2 3.2 3.0 3.4 17 132 110 84 47 25 15 7.5 7.2 4.2 3.0 3.0 3.4 17 130 120 80 38 26 13 7. 5 10 4.0 3.0 3.0 3.4 18 132 130 76 36 27 13 7.5 15 4.0 3.0 3.0 3.4 17 130 122 78 34 11 7.2 so 4.0 3.0 3.0 3.8 18 130 122 82 32 11 6.9 15 4.0 3.0 3.8 70 153 118 84 57 11 9.3 4.0 3.2 86 118 82 TOTAL 741 293.3 261.0 145.7 98.3 90.8 95.2 490.0 2729 3983 3493 1443 MEAN 23.9 9.78 8.42 4. 70 3.51 2.93 3.17 15.8 91.0 128 113 48.1 MAX 53 25 so 6.3 4.2 3.2 3.8 86 159 156 245 74 MIN ll 6.0 4.5 4.0 3.0 2.8 3.0 4.0 42 110 76 30 CFSM 2.58 1.06 .91 .51 .38 .32 .34 1.71 9.84 13.8 12.2 5.20 IN. 2.98 1.18 1. 05 .59 .40 .37 . 38 1.97 10.97 16.02 14.05 5. 80 AC-FT 1470 582 518 289 195 180 189 972 5410 7900 6930 2860 CAL YR 1982 TOTAL 16352.4 MEAN 44.8 MAX 419 MIN 3.6 CFSM 4.84 IN 65.76 AC·FT 32430 WTR YR 1983 TOTAL 13863.3 MEAN 38.0 MAX 245 MIN 2.8 CFSM 4.11 IN 55.75 AC-FT 27500 fAy 2-~ \.s MlSSinf # 15800.68 ow.-H # 0 58> REV. I SOUTII-CENTIW. A.LASU \ 15239050 IIAJ)f..EY J.IV!ll TlliBill'AI.Y !ilEAl. H0MD ', 8+ '4\lf\Te\\ y~ ·LOCATION.--Lat 59"46'42", lona· 150"45'15",·tn·NWtN!t aec.2, T.5 S., 1.9 W.1 lenai Peninaula lorouah, Hydroloaic Unit 190.50002, on left bank 6.0 Mi upatrea• fro• IIOUth and 27 et ... t or. HoHr. r' ' -,, >" "' • DRAINAGE AREA.--9.25 et•. PERIOD OF ItECOB.D.--octobu 1979 to current year. GAGE.--Water-ataa• recorder. Altitude of a•a• ia 2,300 ft, fro• tOPOaraphic ••P· II'.MAID.--Iaconle aooct except tho•• aboft 150 f.t'/e, vbicb are f.ai'r, and thoae for Rov. 20 to Mar. poor. Several obaervatione of vater te8plrature .. re ••de durina the year. 11, which are AYEIAGE DISCHAIG!.--.5 yeare, 51.3 ft'/e, 75.31 ·i~lJT, 37,170 acre•ft/yr. £iTUMBS ro& PERIOD OF UCOID.--Maxi-dilcharae reconled, 908 ft 1 /1 July 11, 1980, 1•1• bei&bt, 8,0.5 ft, but probably vae eore durtna period of no ••••·heiaht Teconl, Aua· 10-12, 1980; •axt .. 1•1• h•ilht reconled, · 10.28 ft Dec. 26, 1982, backwater fro• enov; aini-daily diecharl••· about 2.8 ft 1 /a Mar. 8-19, 1983. -~ FOJl CUI.UifT Y!All.--Peak dischar~•• .~ baae of 3~ ft 1 /a a~ eaxi .. (*): Date Tie• Dilchar'• (ft1 /l Gaf• heiaht ft) Date Tile Diachar'• (ft 1 /l Gaae·b•i&ht (ft) Jan. ·12· 2400 (a) *9.60 Aua· 19 1430 *b740 7.90 June 25 1430 324 7.37 Aua· 25 1030 330 7.38 a Backwater fro• anov · b Fro• ratina curve extended above 240 ft 1 /e Mini-daily diacharse, about 3,4 ft 1 /e Peb. 27 to Mar. 3. DISCJL\I.GI, Ilf CUIIC nET •a SECOIID, WATD Y!A1l OCTOBEI 1983 1'0 SEPTEHID 1984 .,.~VALUES . DAY OCT IOV DEC JAM ';{_-< rD MAll APil MAY .1111 .iuL AUG. SEP 1 47 12 18 5.8 4.4 3.4 .. 3.8· 4.7 20 149 130. 62 2 41 12 10 5.8 4.4 3.4 3.8 4.5 27 127 141 57 ( . 3 38 14 9.8 5.8 4.4 3.4 3.8 4 • .5 33 120 1.52 .57 ·: .. :··.·:_-·. 4 34 1.5 9.6 5.8 4.4 3.6 3.8 4.4 38 127 178 .5.5 .5 31 15 9.4 .5.8 4.2 4.0 3.8 4.4 40 152 189 .53 6 29 13 9.2 5.8 4.2 4.0 3.8 4.5 37 162 168 50 7 27 16 9.0 .5.4 4.2 4.0 3.8 4.7 40 165 155 50 8 27 3.5 8 • .5 5.4 4.0 4 • .5 3.8 .5.3 45 162 146 60 9 33 16 8.0 5.4 4.0 5.0 3.8 6.0 47 162 149 65 10 43 29 8.o 6.0 4.0 8.0 3.6 7.4 49 149 141 65 11 6.5 20 •. 7.5 10 4.0 6.0 3.6 8.0 47 149 146 62 12 .51 15 7 • .5 15 3.8 5.3 3.8 9.0 so. 149 144 57 13 43 13 7.0 11 3.8 4.9 3.8 9.3 65 13.5 13.5 63 14 38 14 7.0 8.0 .3.8 4.9 3.8 9.8 68 132 12.5 1.58 15 35 13 7.0 6.0 3.8 4.7 3.8 9.8 63: 127 122 207 16 34 12 6 • .5 ' 5.8 3.8 4 • .5 3.8 9.5 62 130 12.5 133 17 33 12 6.5 .5.8 3.8 4.4 3.8 10 .58 130 132 102 18 30 11 6.5 5.8 3.8 4.4 3.8 12 63 13.5 192 96 19 28 11 6 • .5 5.6 3.6 4.4 3.8 14 67 138 460 94 20 26 10 6.5 '.5.4 3.6 4.4 3.8 1.5 70 138 281 78 21 25 15 6.2 .5.4 3.6 4.2 3.1 16 82 149 216 65 22 2.5 20 6.2 .5.0 3.6 4.2 4.0 16 94 16.5 24.5 57 23 22 16 6.2 4.8 3.6 4.2 3.8 11 110 16.5 194 53 24 20 12 6.2 4.6 3.6 4.2 3.8 18 1.52 146 208 62 ·2.5 18 10 6.2 4.6 3.6 4.2 3.8 18 231 130 263 79 26 18 10 6.0 4.6 3.6 4.0 4.0 11 208 12.5 190 63 27 16 10 6.0 4.6 3.4 4.0 4.2 16 162 120 136 .55 28 16 4.5 6.0 4'.6 3.4 4.0 4.9 17 144 11.5 108 67 29 14 110 6.0 4.6 3.4 .5.0 4.9 20 178 112 94 84 30 14 30 6.0 4.6 4.0 4.7 20 185 11.5 79 96 31 12 6.0 4.6 4.0 18 12.5 70 TOTAL 933 586 23.5.0 187.4 111.8 137.2 117.5 . 3.50.8 2.535 430.5 .5214 230.5 HEAN 30.1 19 • .5 7 • .58 6.0.5 3.86 4.43 3.92 11.3 84.5 139 168 76.8 MAX 6.5 110 18 1.5 4.4 a.o 4.9 20 231 165 460 207 HIN 12 10 6.0 4.6 3.4 3.4 3.6 4.4 20 112 70 50 CCFSM 3.25 2.11 .82 .6.5 .42 .48 .42 1.22 9.14 1.5.0 18.2 8.30 ·IN. 3.7.5 2.36 .94 • 7.5 .4.5 • .5.5 .47 1.41 10.19 17.31 20.97 9.2J.-AC-P'T 1150 1160 466 372 222 272 233 696 .5030 1.540 10340 4570 CAL Yl 1913 TOTAL 14322.0 HEAH 39.2 MAX 24.5 MIN 2.8 CI'SM 4.24 IN 57.59 AC-rr 28410 WTl Yl 1984 TOTAL 17017.7 HEAH 46.5 MAX 460 MIN 3.4 CI'SM .5.03 IH 68.43 AC•Fr 33750 # 15800.68 :# o 5 s > Rr:v. \ P~&e 3/ SOUTH-CENTRAL ALASKA 15239050 BRADLEY RIVER TRIBUTARY NEAR HOMER ltt8S \11\~ ~ ~ LOCATIOM.--Lat 59'46'42", long 150"45'15", in NW\ME~ sec.2, T.5 S., R.9 W., Kenai Peninsula Borough, Hydrologic ' ., Unit 19050002, on left bank 6.0 ai upstreaa froa aouth and 27 ai eaat of Hoaer. ~ . : ,.. -.~ 1":: ..' ,· ·~·:- [ PERIOD or RECORD.--Gctober 1979 to current year. CAGE.--Water-atage recorder. Elevation of gage ia 2,300 ft above Rational Geodetic Vertical Datu• of 1929, fro• topographic .. p. REHARKS.--Eatiaated daily discharges: Oct. 15! 17~ 18t Oct. 24 to Apr. 24, and Hay 24-28. Recorda good except for periods of no gage-height record, Feb. 4-1~ ana Mar. 31 to Apr. 24, and periods with ice effect, Oct. 24 to Mar. 30, and Hay 24-28., which are poor. AVERAGE DISCHARCE.--6 years, 49.4 ft 1 /a, 72.52 in/yr, 35,790 acre-ft/yr. EXTREMES FOR PERIOD OF RECORD.--Haxiau• discharge recorded, 908 ft 1 /s, July 11, 1980, gage height, 8.05 ft, but probably was aore during period of no gage-height record, Aug. 10-12, 1980; aaxiaua gage height recorded, 12.36 ft, Hay 25, 1985, backwater fro• anow and ice; ainiaua discharge, 1.9 ft 1 /s Apr. 29, 30, 1985. EXTREMES FOR CURRENT YEAR.--Peak diachargea above baae of 300' ft'/• and aaxiaua (*): Diachar'e Cage height Discharge Cage height Date Tiae (ft"/• (ft) Date Tille (ft 1 /al (ft) Hay 25 0500 a *12.36 Aug. 13 0100 300 7.34 July 19 2200 351 7.43 Sept.27 1700 *369 7.46 a Backwater froa snow. Hiniaua, 1.9 ft 1 /a Apr. 29 AND 30. DISCHARGE, IM CUBIC FEET PER SECOND, WATER YEAR OCTOBER 1984 TO SEPTEMBER 1985 MEAN VALUES DAY OCT MOV DEC JAM FEB MAR APR HAY JUN JUL AUG SEP 1 153 9.0 4,6 4.8 4.5 3.5 3.0 2.2 31 175 96 130 2 122 8.0 4.6 4.6 4.0 3.5 3.0 2.5 26 201 94 107 3 86 7.0 4.6 4.4 3.8 3.5 3,0 2.5 56 194 100 86 4 67 6.6 5~8 4.4 3.8 3.5 3.0 2.5 75 183 112 75 5 57 6.2 4.8 4.2 3.8 3.5 3.0 2.5 57 159 110 70 . ' ' " 6 84 5.6 4.6 4.2 3.8 3.5 3.0 2.7 43 159 105 65 7 80 5.4 4,6 4.0 3.8 3.5 3.0 2.9 38 197 117 75 8 68 5.2 4.4 4.0 3.8 3.5 3.0 2.9 33 183 119 97 9 56 4.8 4.4 4.0 3.8 3.5 3.0 2.9 33 131 96 84 10 48 4.8 4.4 4.0 3.8 3.5 3.0 2.9 32 130 94 70 11 43 4.6 4.4 4.0 3.8 3.3 2.9 2.7 30 127 90 59 12 38 4.6 4.3 4.0 3.8 3.3 2.9 2.7 33 122 192 53 13 34 4.6 4.3 3.9 3.8 3.3 2.9 2.7 35 119 256 55 14 32 4.6 4.3 3.8 3.8 3.3 2.9 2.7 36 122 213 120 15 30 4.6 4.3 3.8 3.8 3.3 2.9 2.7 38 122 197 114 16 27 4.6 4,3 3.8 3.8 3.3 2.9 2.9 37 133 150 86 17 25 4.6 4.3 4.0 3.8 3.3 2.9 3.5 36 152 125 70 18 24 4.6 4.2 4.2 3.7 3.3 2.9 3.2 37 156 110 65 19 23 4.8 4.2 4.2 3,7 3.3 2.9 3.2 42 201 103 62 20 22 5.0 4.2 4.0 3.7 3.2 2.9 3.2 40 242 110 56 21 22 6.0 4.2 4.0 3.7 3.2 2.9 3.9 37 197 144 49 22 29 5.4 4.2 3.9 3.7 3.2 2.8 5.8 40 169 138 47 23 25 4.8 4.2 3.9 3.7 3.2 2.8 8.5 42 156 107 46 24 23 4.8 4.2 3.8 3.7 3.2 2.8 13 39 130 90 48 25 20 4.8 4.2 3.8 3.7 3.2 2.5 18 38 125 80 48 26 18 4.8 4.1 3.8 3.7 3.2 2.5 26 41 117 75 52 27 16 4.7 4.1 3.8 3.7 3.2 2.2 33 53 114 77 225 28 14 4.7 4.1 3.8 3.6 3.2 2.2 45 65 110 77 210 29 12 4.7 4.1 3.8 3,2 1.9 57 82 105 90 211 30 11 4.7 5.0 4.5 3.1 1.9 35 117 107 86 125 31 10 6.0 5.0 3.0 31 105 92 TOTAL 1319 158.6 138.0 126.4 106.1 102.8 83.5 332.2 1342 4643 3645 2660 HEAM 42.5 5.29 4.45 4.08 3.79 3.32 2.78 10.7 44.7 150 118 88.7 MAX 153 9.0 6.0 5.0 4.5 3.5 3.0 57 117 242 256 225 MIN 10 4.6 4.1 3.8 3.6 3.0 1.9 . 2.2 26 105 75 46 CFSH 4.60 .57 .48 .44 .41 .36 .30 1.16 4.83 16.2 12.8 9.59 IM. 5.30 .64 .55 .51 .43 .41 .34 1.34 5.40 18.67 14.66 10.70 AC-FT 2620 315 274 251 210 204 166 659 2660 9210 7230 5280 ~AL YR 1984 TOTAL 16879.3 HEAM 46.1 MAX 460 HIM 3.4 CFSH 4.98 IM 67.87 AC-FT 33480 TR YR 1985 TOTAL 14656.6 HEAM 40.2 MAX 256 MIN 1.9 CFSH 4.35 IM 58.94 AC-FT 29070 DAY 1 2 J .. s ' 7 I ' 10 11 12 1J ... 15 .. ,..,.17 II " 20 21 22 71 21 2t 10 Sl # 15800.68 OCT a.oo 65.00 sz.oo as.oo n.oo }1·00 JI.OO u.oo u.oo 71.00 26.00 2•.oo n.oo 20.00 20.00 tt.OO 17.00 ... oo 1s.oo .... 00 u.oo lJ,OO lJ,OO 12.00 u.oo u.oo u.oo u.oo 10.00 10.00 10.00 IIIII ,. ... ITATJOII 11Dt050 IIUDLIY IUVU TRIIUTMY 111M 11011111 1ft6 IIIIITP YIM t.SO t,SO t.OO t.oo I.SO I,SO 1.00 1.00 7.so· 7.SO 7.SO 7.00 7,00 7.00 &.so &.so &.so &.so &.SO &.so &.so •• so &.00 &.00 •• oo &.00 •• oo &.00 &.00 &.00 • DIC &.00 •• oo &.00 &.00 &.00 &.00 s.so s.so s.so s.so s.so s.so s.so s.so s.so s.so s.so s.so s.so s.so . s.so s.so s.so s.so s.so s.oo s.oo s.oo s.oo s.oo s.oo Jllll s.oo s.oo &.so •• so •• so •• so •• so •• so &.SO •• 00 •• 00 •• oo •• 00 •• 00 •• oo •• 00 J.so J,SO J.so J.SO J,SO s.so J,SO J,SO J.OO J,OI J.OO J.OO J.oo J,SO :s.so ------------------ IIEM GAILY 1'1.011 ACM• Ft!I!T 1S01 ... , s.so s.n S:SI.ll 237.02 Dw.-H J,SO J,SO •• oo •• oo &.00 J.SO J.5G 1.00 1s.oo n.oo s.60 2.'90 2.70 2.70 2.70 2.70 2.10 2.50 2.10 2 • .ta 2.20 z.oo 2.00 t.IO '·" '·" '·" 1.61 1.&0 1.&0 1.&0 1.&0 1.&0 1.&0 ••• 1 •• 0 1 • .co 1.&0 1.&0 1.&0 1.&0 1.•o 1.10 t.IO 1.10 1.10 1.10 1.10 t.IO s.ze t.zo 1.20 1.20 1.211 1.211 t.so 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1ol0 1.10 1.10 1.10 1.20 1.20 1.10 1 •• 0 1.60 1.10 z.oo 2.00 2.20 z.60 J.oo J,OO J.SO s.so •• 01 ••• s.oo •• oo 1.10 10.00 # 0 5 8 } Re"J · I ------------------ u.oo . t.&O 1.10 1.10 t.11 12.00 u.oo u.oo t.10 7.&0 6.70 6.10 7 •• 0 ••• 7.10 7.&0 7.&0 10.00 , •. oo 11.00 21.00 29.00 11.00 JI.OO •s.oo u.oo '5.01 ... oo ... oo <16.00 u.oo u.oo &0.00 •• oo G.OO ... 00 5&.00 60.00 66.00 70.00 72.00 7 •• 00 76.00 u.oo '90.00 l:SO.OO 110.00 z1o.oo 170.00 1&0.00 120.00 100.00 . .... 00 11.00 7&.00 10.00 t6.00 uo.oo 122.00 10.00 176.00 201.00 111.00 160.00 l.tei.OO 110.00 120.00 uo.oo uo.oo 100.00 95.00 95.00 95.00 '90.00 '90.00 '90.00 120.00 100.00 95.00 ft.OO ft,OO ft,OO 110,00 no.oo 111.00 110.00 120.00 uo.oo . uo.oo uo.oo 100.00 100.00 - 100.00 100.00 150.00 1&0.00 110.00 120.00 120.00 1&0.00 110.00 110.00 120.00 1:zo.oo 120.00 uo.oo 110.00 100.00 120.00 uo.oo uo.oo 100.00 100.00 ft,OO 1&0.00 1'90.00 m.oo zso.oo 260.00 zoo.oo 170.00 1.tei.OO 110.00 110.00 120.00 120.00 uo.oo uo.oo 1JO.OO ao.oo 120.00 100.00 90.00 10.00 72.00 61.00 6 •• 00 ••• 00 , •• 00 60.00 60.00 60.00 uo.oo ft.OO 10.00 70.00 ~.00 60.00 16.00 5<1.00 u.oo so.oo so.oo c c ( • c ( ( ( ( ( -----------·------------------------------------ 1.10 "'·'' 1St.5Z 217.19 7t.t:s 737'. SS 1171.51 ,., t:. u.n ( -, 30762 ... ( t ~Of\ f'\iRU flUS "I:RAD\JS&.S ,, 550 soo 4-50 Q (tF>) 350 50 _/ 0 # 0 15800.68 0\V.-H _____ #_0_~_6_)_REV. I P~Ge 33 \0 ·---- ---------.-' ____ ;~-----___ ____;,__ ______ ---- ~--____ ....:..:.::..:...: ____ ----------------~·---~ - _, ' ----: ----------------L-----· -:-----. -· ··- . . ----·----------. ~ • . . . ; . ; ~ ----; . : -j • . • - . - - ' _ ___:__.:,f-:..:.;.___:_ __ ..:. __ ..:.:..;;..:.·:...~.:..:..._:j__,_;_ ___ !------:-----=':__----;------7--------:-+-'---'-~ --: :c::r:: .• : -_-_--;----~--~--f--------~-~~-~-~---_ -_ -=~ -:~-~ ---------+-------. _\ ---. ---; . . ' ~--..:.-------=-------: . ' . -------------!- _; _________ . ----------------~·------ 2.0 70 so '}O K"E PROtlABI LITY X 2 LOG <. YCLES KE.Uf r tL jj, l!:>S£R C.O. r•Od't I !Ito 1J '>A 46 8043 ) 70 60 -40 30 20 10 5 2 l O.!J u;; 0.1 o., 0.01 4MI , II I IIIII II I 11111111111 I I I ,,;;IOO~~IIIIIIOOillllllllllm;,r::nr ', ·~~!~ ' " " """ '" '"U II +++mMIIIIIIIII II IUU<ml.l"" "H 1-' l--0" I I I ' : 4001 nw~IWm~ll~1fflli!OOlmrrrr 11 l,!l' ,flUli 3 0() ~ -·-·· ..... ·---~-. . ................. , , , . . i I I ! 11111111 II 1111-0011111 I llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll I I llllllllllll-t--1---t-_.!1 IT ~[J~r. .. -·--~ .. j-~-~-f=~t?L-E-. ____ -F-l~ .....a--·-1 (trS) r·r IT l=f=lt RH I ctt:J· .. 100 90 t==-t: L~.f_. :cj-c: sa -=f-:::t cc:=ET.· --·· I 1 70 60 I 50 40 tl!11ft1lllil1ll-H-~ lllllltllltlll.lillltll 11 Iilllll~llllltl I I II,, I ifllft l 3Q '-~ II II f 1 I I I ----t--1-·- I fl I ,Ju. 10 y 8. 7 ~ 6 \.11 CIO 50 0 4 • 3 0'- CD r.~'\ r-. --~ ' ' ' •• t 2 3 4 6 7 8 9 10 II 12 14 15 16 17 18 19 (!~.:.:. 20 : ·' ,. ·,' 2 I ·'"'" . .. 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 44 45 46 4501065 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 35 # 1 5 8 0 0 . 6 8 H # 0 5 8 , REv. ' WAm\. tS\R \~50 ~~ 6 ( j0j62. JOj8J ) Oj 8 t l~BS '~'" ) fR\)t\ PP.'2."-3Z.. · NoTE ~ P., )1/'U Uttf\ I 3 4 7 2. (;, 5 f\ Nft{LY~I) ~Ill ~1\ll~L'f Do.,e-FoR.. Pe?rtf INSThAJTM- El)\JS FLOW5 IN cPrJ..!-0>0 (RtF.@). 12-5 2..778 \.? 37·5 2..(032.1-~ 50·0 Z·G22'2..( 87.5 2·3S'H7 25.0 2.~(;,27~ 75.0 2.1-082-t C,2.5 z. 43 \3" f\=7 ~~l = 17.<·1Zt3§ z.~::: 4~.0335( ~~?: 118.?7225" ("lf)l(N ~ ~ 2. s~ o G 2. STD.DEv. s~ = o.tsos? t\8}100 ·. LO& PEffiSON ]I f'\NP'lL_i$15 . 5~ REf:(±)) (]tN', § EQ.5-JZ OF-Ref-.@l1~9 !t.J C'OI'WIJmr!O~I\L FO~n . ~. ~ ~:.: ~ ( I ',••' :-'h -sTONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET . 45010.65 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44- 45 46 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP OPTIONAL TASK CODE PAGE 3C, 15800.68 H LOGID ~::: Table c-2 (Cant.J Recurrence Interval in Years Skew t.OtOt t.0526 t.tttt t.2500 2 5 tO 25 50 Coeff., Percent Chance c. 99 95 90 80 50 20 tO 4 2 P01itive Skew 1.8 -1.087 -1.020 -0.945 -0.799 -0.282 0.643 1.318 2.193 2.848 1.7 -1.140 -1.056 -0.970 -0.808 -0.268 0.660 1..324 2.179 2.815 1.6 -1.197 -1.093 -0.994 -0.817 -0.254 0.675 1.329 2.163 2.780 1.5 -1.256 -1.131 -1.018 -0.825 -0.240 0,69() . 1.333 2.146 2.743 1.4 -UI8 -LI68 -1.041 -0.832 -0.225 0.705 1.337 2.128 2.706 1.3 -1.383 -1.206 -1.064 -0.838 -0.210 0.719 1.339 2.108 2.666 1.2 -1.449 -1.!43 -1.086 -0.844 -0.195 0.732 1.340 2.087 2.626 1.1 -1.518 -1.280 -1.107 -0.848 -0.180 0.745 1.341 2.066 2.585 1.0 -1.588 -1.317 -1.128 -0.852 -0.164 0.758 1.340 2.043 2.542 .9 -1.660 -1.353 -1.147 -0.854 -0.148 0.769 1.339 2.018 . 2.498 .8 -1.733 -1.388 -1.166 -0.856 -0.132 .7 -1.806 -1.423 -1.183 -0.857 -0.116 .6 -1.880 -1.458 -1.200 -0.857 -0.099 .5 -1.955 -1.491 -1.216 -0.856 -0.083 ~ -2.029 -1.524 -1.231 -0.855 -0.066 .3 -2.104 -1.555 -1.245 -0.853 -0.050 .2 -2.178 -1.586 -1.258 -0.850 -0.033 .I -2.252 -1.616 -1.270 -8.846 -0.017 .0 -2.326 -1.645 -1.282 -0.842 0 REc V RREOC€": D.ITI:-""'R\J Jl{t. 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