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Home My WebLink AboutBradley Lake Final Supporting Design Report Vol 4 Calculations 1986Alaska Power Authority FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT ' FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOWME 4 CALCULATIONS Prepared By STONE & WEBSTER ENGINEERING CORPORATION ANCHORAGE, ALASKA March, 1986 A~skaPowerAu~orny FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOLUME 4 CALCULATIONS Prepared By STONE & WEBSTER ENGINEERING CORPORATION ANCHORAGE. ALASKA March. 1986 TABLE OF CONTENTS TABLE OF CONTENTS FINAL SVPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 1 REPORT 1.0 INTRODUCTION 2.0 DESIGN AND GENERAL TECHNICAL DATA 2.1 DESIGN 2.2 DESIGN LOADS 2.3 STABILITY CRITERIA 3.0 SUITABILITY ASSESSMENT 3.1 SPECIFIC ASSESSMENTS 3.2 EXECUTIVE SUMMARY OF FINAL SITE CONDITIONS REPORT 4.0 BORINGS, GEOLOGICAL REPORTS, AND LABORATORY TEST REPORTS 5.0 BORROW AREAS AND QUARRY SITES 5.1 BORROW AREA LOCATION 5.2 BORROW QUANTITIES 5.3 QUARRY SITES 6.0 STABILITY AND STRESS ANALYSIS 6.1 GENERAL 6.2 DIVERSION TUNNEL INCLUDING INTAKE 6.3 DOWNSTREAM CHANNEL IMPROVEMENT 6.4 MAIN DAM 6.5 SPILLWAY 6.6 MIDDLE FORK DIVERSION DAM 6.7 POWERHOUSE 6.8 REFERENCES 7.0 BASIS FOR SEISMIC LOADING 7.1 GENERAL 7.2 SEISMOTECTONIC SETTING 7.3 SEISMIC DESIGN 8.0 SPILLWAY DESIGN FLOOD BASIS 8.1 STUDY METHODOLOGY 8.2 MODEL CALIBRATION 8.3 PROBABLE MAXIMUM FLOODS 8.4 STANDARD PROJECT FLOOD 8.5 SPILLWAY DESIGN FLOOD 2-379-JJ i TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 1 REPORT 9.0 BOARD OF CONSULTANTS 9.1 INDEPENDENT BOARD OF CONSULTANTS 9.3 FERC BOARD OF CONSULTANTS ii 2-379-JJ TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 1 REPORT APPENDIX A DRAWINGS Plate Title Exhibit F 1 General Plan 2 General Arrangement -Dam, Spillway and Flow Structures 3 Concrete Faced Rockfill Dam -Sections and Details 4 Spillway -Plan, Elevations and Sections 5 Power Conduit Profile and Details 6 Intake Channel and Power Tunnel Gate Shaft -Sections and Details 7 Site Preparation Excavation at Powerhouse -Plan 8 Site Preparation Excavation at Powerhouse -Elevations 9 90 MW Pelton Powerhouse -Elevation 10 Construction Diversion -Sections and Details 11 Middle Fork Diversion -Plan and Profile 12 Middle Fork Diversion -Elevation and Details 13 Main Dam Diversion -Channel Improvements 14 General Arrangement -Permanent Camp and Powerhouse 15 Barge Dock 16 Powerhouse Substation and Bradley Junction 17 Main One Line Diagram 18 Martin River Borrow Area 19 Waterfowl Nesting Area Figures F.6.2-5 F.6.2-6 2-379-JJ Mean Horizontal Response Spectrum Design Accelerogram iii TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 1 REPORT APPENDIX B LIST OF ATTACHMENTS B.1 Construction Schedule Contract Dates B.2 Independent Board of Consultant's Meetings: Meeting No. 1 May 12 and 13, 1983 Meeting No. 2 July 11 to 15, 1983 Meeting No. 3 September 25 to 27, 1984 Meeting No. 4 November 4 and 5, 1985 Meeting No. 5 January 28, 1986 B.3 FERC Board of Consultant's Meeting: Meeting No. 1 March 6 and 7, 1986 APPENDIX C The Final Site Conditions Report of Geotechnical Field Investigation for Bradley Lake Hydroelectric Project -1984 and 1985 Programs is included with this report. iv 2-379-JJ TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 2 DESIGN CRITERIA 1.0 Design Criteria for Civil Structures: 1.2 Permanent Access Road 1.3 Permanent Bridges 1.4 Borrow Areas 1.5 Barge Dock 1. 6 Airstrip 1.7 Temporary and Permanent Camps 2.0 Geotechnical Design Criteria -Site Preparation 3.0 Structural Design Criteria -Main Dam Diversion 4.0 Hydraulic Design Criteria -Main Dam Diversion v 2-379-JJ TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 3 CALCULATIONS Title GEOTECHNICAL 1. 2. 3. 4. 5. 6. 7. 8. 9. HYDRAULIC 1. 2. 3. 2-379-JJ Main Dam Diversion Tunnel Alignment and Surface Excavation Stability of Diversion Tunnel Portals Design of Rock Reinforcement Support System for Main Dam Diversion Tunnel Gabion Stability Diversion Channel Alignment and Excavation Stability of Temporary Rock Plug for Main Dam Diversion Tunnel Powerhouse Benching Plan and Surface Excavation COE/BLHP Survey Datum Correlation -Damsite Rock Engineering/Design Criteria Parameters Design Channel Size Downstream of Diversion Tunnel Quantities of Excavation and Comparison of Quantities for Various Depth of Channel Quantities of Cofferdams vi Calculation No. G(A)-03 G(A)-07 G(A)-09 G(A)-14 G(A)-15 G(A)-17 G(A)-18 G(H)-19 G(A)-21 H-003 H-004 H-008 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 4 CALCULATIONS Title HYDRAULIC (Continued) 4. 5. 6. 7. 8. 9. Water Surface Profile in Diversion Tunnel Fish By-Pass Pipe System Forcing Frequency for Diversion Intake Pier Lake Drawdown Design of Channel Downstream of Diversion Tunnel Water Surface Profiles Downstream of Diversion Tunnel 10. Bulkhead Gate Operation Diversion Tunnel 11. Water Surface Profile Diversion Tunnel 12. Riprap Design -Bank Across Pool from Diversion Tunnel 13. Relationship of USGS Gaging Stations to Bradley Lake Project Datum 14. Synthesize Flood of Record Inflow Hydrograph from Recorded Outflow Hydrograph at Bradley Lake 15. Flood Routing Flood of Record through Bradley Lake and Diversion Tunnel vii 2-379-JJ Calculation No. H-010 H-012 H-014 H-015 H-016 H-017 H-018 H-019 H-021 H-024 H-029 H-033 STRUCTURAL l. 2. 3. 4. 2-379-JJ TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT SITE PREPARATION CONTRACT VOLUME 4 CALCULATIONS Title Wind Loads for Design Criteria Snow and Ice Loads for Design Criteria Main Dam Diversion -Intake Portal Analysis and Design Main Dam Diversion -Intake Bulkheads viii Calculation No. SDC-1 SDC-2 SC-131-1 SS-132-2 HYDRAULIC CALCULATIONS ,..j-c--·"i" . . . CALCULATION TITLE PAGE *SEEJNSTRUCTIONS ON REVERSE SIDE ~~ ~~~SY\Ap~~~ M\ITMOR1TY, ~RN.)LEY LAtre-\-\rD~l.EC· PR~ PAGE 1 oF z.o ~,,;; CALCULATION TITLE (Indicative of the Objective): QA CATEGORY (v') ; I .-' .. ' \ . .i. ·--_r .I. 0. OR W.O. NO. CALCULATION IDENTIFICATION NUMBER DIVISION 6. GROUP H CURRENT CALC. NO. 010 OPTIONAL TASK CODE *APPROVALS-SIGNATURE E. DATE REV. NO. 0 I-NUCLEAR SAFETY RELATED OII om g N/A OTHER OPTIONAL WORK PACKAGE NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW PREPARER(S)/DATE(S) REVIEWER(S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. *CALC.NO. *REQUIRED(v') OR REV. NO. YES NO DISTRIBUTION* I I COPY GROUP I NAME E. LOCATION l SENT GROUP I (vi) RECORDS MGT. I I ./ Fl LES (OR Fl RE l'f\Re t=ILE-P\NCttO~ FILE IF NONE) I I IQR.\&.-l>~ \:>~. T\ +. 2.. I ./ I _, I I I I I I I I I I I ! 0 I I I I I I I I I I I I I I I 007 v ·:: (~) I COPY NAME 6. LOCATION I SENT I (vi) I I I I I I I I I I -. _,,._,.. ,.·---· ._.1 ._,,,.,,,...,.._,.,,,,.""" "--vnr"-"n,.,tiVf' LAL~ULAliON SUMMARY \, (.1.0./W.O./CALCULATION NO/_ REVISION IPA8E .. 50'062 0\V. rr J# 1 5 t:; n n , a 1 CP\LC.. o 10 0 2 oF 2.0 _ CL I !NT I PROJECT J.j --I I'\.. 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I DATE :;)!/Ja.s- PAGE Hyd'u Ci It I §.. 2.. CALCULATION SUMMARY ... 5010.47 CLIENT '\_UBJECT ) Oc.rr9;-, F PROBLEM: /)c. f,. .... /'"? ,·, ... 1-i"., t.J I II I .... c1 v'f' (. J. 0. NUMBER /.. ... kL.-,P.re) , t..t-/.) 80c:J. o,? c-~''(' ;,-,.~ / { /"!,x/,..r.~,.., r(c ;~reff, J f:' lu ,_.;) / )._ t ()00 I .0-e j-,..,...,.... ;..,e rlt,. t>l /J ~"""'""'"' le:.. /...., r~ c,.,·J-;c .. I d</"'11 rio. ""' ./rl"li ,;:: rl~w {f) o/'1 .,-cJ.,,,L/ r-lyd/~~~J ),,.s·""' f/r.., ~ /"'< 6 '"' V -1-/r /I 13 J 1"1 ( ..r,.. @_ J!-... g f-?o k rf ~i.~ c '"' J-,·~ c.,/ { ~r /""'~·-1-.I,...,.. 1""'-''(_ ,._,-. ,(" --o::., ? 8-rt,o EL (:I cA t4 tJ :r <J . f1-f _jfA II"'"" /OS'J,_s-/ f, ~:-1---;,.:> .... ft-ta (w' J t 1. FC ttJ j '" h o 'fO / vJrJfl. < "',--. J ( . 0 '-/0 _.,1---I,.,J. /O -1-;a I' 50 ao; rv ( 7 l AUDIT SUMMARY CALCULATED BY -CHECKS CORRECTIVE ACTION TAKEN BY CHECKED BY INFRACTIONS DATE AUDITED BY CJ~C AUDIT REMARKS REMARKS I DATE I I 1oATE I I •DATE ' 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 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 _) 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP J-ly dro CALCULATION NO. OPTIONAL TASK CODE o;t J s-g oo. Ofj IN'.O£X .,/ fie-A .J t:-I Ct:tle-J '"'/Y1 /'>? P r y 2 f !rc.. fe-J, o-f TAL ;:'/.) -6~ ~ q r!ov p.,._, /, /._ ~ ou<J ( ...j.. J: .s- F /<Jw ?r~ ;, /L t I ooO ( ~.r c. PAGEl 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 2~ 25 27 28 29 30 3 I 32 33 34 3~ 36 37 38 39 40 _) 41 42 43 44 45 46 4 5010.65 '-' ' L--' J.O. OR W.O. NO. I c-9ov.oa 1{\ I. 'I -..:-'-"i " :t. .... ti •l '1-i '-,! ,., u., I I I 0 ! ~~ "' r-• ~ --. -J: -J Llli lu ""' \. ""1-- ; \ ,X li.J sTONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION f; GROUP rt, d ,....,., CALCULATION NO. OPTIONAL TASK CODE (}It ~I I I (") f"' () ~~ ~I ~. ~ ! '0 '-"I ~· .JI 'I -..I \l.il /; ' I / OtT 0-/--- OJ.,t b ' ~ ~I 0') f8 ~ 0 :;:-1., ~ 0 --. -.. -1 \.!.,J 4. ') <:;, ____ ....,. ______ _ , ' c -::. 1'>- 0 "' 0 ,._. PAGE_f_ ~ :.. :.. :.. :.. :.. :.. :.. "' .... "' "' "' "' "' .... .... .... N N N "' "' "' N N N N ---.,.. "' :.. "' N -0 "' (II "' "' "' :.. "' N -0 <0 "' "' "' "' :.. "' N -0 "' "' ... "' "' .. .... N - 0 ID a> .... Cl 01 :.. '-' N - F'f.,~.._, ?/'•) (,/I. (r or.., sl"' 81 ?o -7 /] -110 ex ::-7 uc..b ( +.~ I J 1 .4 Yc 8 f C.v '7.7'1 I ( o<-::I I' Cff/iJ 5:/1 / 1 1-to J <:"'v I I ,7 f I t> -.::;, / J ~ I v .r: '1 7 v "SUP860" Standard Step Hethod Supercrltical Flo~ -- Q= KE= 4000 ,/ 0.1 / ALPHA= 1.1 >" HANN N= 0.04 I : SF ---------~~---------------------------------------------------------------------------;-----------------------------------------------~----------- Channel Slope = .03 v : 7o.oo"' 0.25"' : 8+60 1057.50/ 106;2.29 4. 79v 341.04 v' 11, 729v 2. 350 v 1064.640': 4.270 0.01439· ••• •• • •• ..... 1064.640/ 9+10 1056.00/ 1060.61 4.61'" 63.33 ,/ o.25" 297.26 v 13,456v 3.093,/ 1063.703~: 4.081' 0.02011" 0.01725 50.0 0.863' 0.074·" 1063.703/, 9+60 1054.50<~' 1059.59 5.09"' 56.66/ 0.25" 294.88/ 13.565 >/ 3.143• 1062. 733-': 4.391·' 0.01854• 0.01933• 50.0 0.966-" 0.005v 1062. 731• . . Channel Slope = .04 v . . . . 10+10 1052.50,/ 1057.62 5.12/ 50.00· 0.25 v 262.55 ./ 15.235-' 3.965•' 1061.585 .{ 4.336/ 0.02379' 0.02116/ 50.0 / 1.058/ 0.082.c 1061.591/ 10•60 1050.50"' 1055.03 4.53 v 50.00>' 0.25 r 231.63/ 17.269/ 5.094~' 1060.124 ·: 3.904 / 0.03516"' 0,02947,/ 50.0 y 1.474/ o.ooo 1060.117 / 11+10 1048.50/1052.91 4.41 50.00/ o. 25'/ 225.36/ 17.749/ 5.381/ 1058.291·: 3.814/ 0.03831/ 0.03673./ 50.0' 1.8:57/ 0.000 I 058.281 "' 11+60 1046.50"1050.88 4. 38./ 50.00/ 0.25' 223.80 ./ 17. 873-'' 5. 457. 1056.337 ~ 3.791' 0.03916'/ 0.03873/ 50.0" 1.937/ 0.000 1056.344/ 12+10 1044.50,/ 1048.86 4.36./ 50.00 1 o. 25 y 222.75 •'" 17.957/ 5.508/ 1054.368--1 3.776/ 0.03973'/ 0.03944/ 50.0' 1.972·/ 0.000 1054.372 ~- 12+60 1042.50/ 1046.85 4. 35 v 5o.oo' o. 25~' 222.23'' 17.999/ 5.534• 1052.384··: 3.769'' 0.04003 v 0.03988-' 50 .0' 1.994/ 0.000 1052.378./ 13+10 1040.50./1044.85 4. 35 .I 5o.oo 1 0.25-' 222.23 v 17.999/ 5.534v/ 1050.384 ~: 3. 769•/ 0.04003/ 0.04003 v' 50. 0r 2.001/ 0.000 1050.377 v \ f'Y()fiLF, VER!FII:i:O ·/ . .. ~~I I! 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N - \ ) · . ..____/ ...... ~ ~ E/.:>w ?n;ft!<.-f',.or>~ .rf .. rJiio -:ll ;:?r-Io a= e-)oou ~~ 0-::0 . ~ 0 . 0 rrn Vc. eo2: p fJfto (,.Jt t/ 0 < 1tl(? {p,t!l v ::t~ "' 0 ~z (1 r to 7 /1 I/ , ~ ~ '-e> r ::0 0 0 c 1 u r lo 7. 71 ~ ~ -i 0 0 z l> -r o 0 ITI " c z " r -i "SUP860><" Stenda.-d Step tlethod --Supe.-c.-iticel Flow --'-l> "11 9'.-i Q; 6000 v ALPHA= 1.1 " 0 ~ KE= 0.1 v tiANN N= 0.04 .-z -i --------------------------------------------------------------------------------------------------------------------------------------------------0 STA BOTTOtl Z1 y1 b SIDE AREA VEL VEL HI : R SF tiEAN dX HLF HLE HF ~ z ELEV HEAD : SF z ' c --------------------------------------------------------------------------------------·-----------------------------------------------------------~ : o m I Channel Slope = .03 : ~ ITI • ::0 8•60 1057.50/1063.76 6.26-· 70.00¥ 0.25 v 448.00 13.393·/ 3.064/ 1066.824 . .15.404/ 0.01371•/, ... .. ••• ••• 1066.824".. ~ 9•10 1056.0D"' 1062.25 6.25· 63.:n>" 0.25v 405.58/ 14. 794·/ 3. 738.-' 1065.988/f 5.322-0.01707'/ 0.01539/ 50.0v/ o. 769"' 0.067/ 1065.987/ l> 9+60 1054.50" 1061.52 1.02 .... 56.66 .... 0.25¥ 410.07/ 14.632/ 3,657./ 1065.177 .. : 5.765" o.o15o1 / o.Ol604/ 5o.o/ o.8o2"" o.o08"'1065.177.,/ r ' . -i ' l> Channel Slope = .04 : (/) . ~ 10+10 1052.50"1059.48 6.98/ 5o.oo"' 0.25"' 361.18/ 16.612· .. 4.714/ 1064.194/.5.609/ o.o2oo6 .... o.01753./ 5o.o' o.877"" o.1o6/1064.l95_.,-o 10+60 1050.50" 1056.53 6.03/ 50,00v' 0.25V 310.59/ 19,318/ 6.374/ 1062.904/l 4,975¥ 0.03184/ 0.02595ol' 50,0/ 1.298/ 0.000 1062.897/ 0 11•10 1048.50/ 1054.30 5.8o/ 5o.oov o.25< 298.41/ 20.101/ 6.905"' 1061.205-1 4.816"" o.o3601"" o.03393/ 5o.o .. 1.696/ o.ooo 1061.201./ :=;: 11+60 1046.50~~' 1052.20 5.70/ 5o.oo~' o.25" 293.12/ 20.4o9"" 7.157/ 1059,357"': 4.747" o.o3806". o.03703"' 50.0-' 1.852/ o.ooo 1D59.349"" 12+10 1044.50"' 1050.16 5.66/ 5o.oo' D.25" 291.01/ 20.618 ·· 1.261/ 1057.421·1 4. 719 .... o.03891"" 0.03849~ 50.0' 1.924/ o.ooo 1057.425 ./ 12+60 1042.50"'1048.13 5.63"" 5o.oor o.2s' 289.42" 20.731· 7.341"' 1055.471/: 4.698" 0.03958 .. o.03925"" 50.0' 1.962J o.ooo 1055.462..,.... 13+10 1040.50/ 1046.12 5.62 v 50.00r 0.25' 288.90./ 20.769 .. 7.368/ 1053.488/. 4.69lv 0.03980" 0.03969"' 50.01 1.984./ 0.000 1053.478..---:;! 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NO. *REQUIRED("' 'fi£ vfEWER (S)/DATE· (S) -.. REVIEWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO R.V.Oil~ I· J. Hu · s -... 0 /' a~ -... ~:&·~,. "t-11:.8(, ' -· -' :,;,;/8r " : T:S. Hoc..-t.-t€5 ~f.I-J ;~~~_£ .. I &c fP.SQ-55 D&~ 1-11·s~ / /;...rj fit Y. '1. ~ rr. 1s-fl ""FJ · H l.)6-1fC5 D-B · ~r~Y.Stta j~.~ HI·BC. \-11-~ - DISTRIBUTION* I : COPY I I COPY GROUP I NAME e;. LOCATION SENT GROUP I NAME 6. LOCATION I SENT I l (v') I I (v') RECORDS MGT. :FIRE. FILE-flNc~R~ V' I I FILES (OR Fl RE I I FILE IF NONE) ~~H3:-~s B~--R'T.'Z-' ~ 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 I I I SUI.tECT /TITLE D._ 'I\/ Pi :s R Sv R i= A CG" rn oFt L.&.S -~~::;.;..;._...::::::.::~...L..l.lo:~..J....:..J~~L-------------------h D o'N N s TRsAM oF nre D 1 veR s 1 otv \u AJ NGL- OI.I!CTIVE Of CALCULATION CAU:VLP~Tf: WA-TER .suRFAcG rrror-IL8 \-Of\ C:1POJMGL :DOUJNS~~tt-n cJF \l~ Dl V~.SION IV~~~L FOR VP\Rl0V5 fLOI()J 0 p TD l'1f"; PMF R..tJl.() Of 2? )00 CPS . 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION f, GROUP CALCULATION NO. OPTIONAL TASK CODE r-1 017 CALcuLATloAJ INDe-x PA&E TITLE PAG-<= I CALCutJrTIOIV SvMMARY 2.. CALCvLAnotJ IAJoex 3 Purrv StfDWtNG-LoCf>TTIDAJ oF Sc-c17o~----t SecTio IJ.S s-13 CALc. oF Coo~/Ntm?) FOR SE(TION /lJf01 1+-17 t:.STlflffiF OF()IT1CI\'L DEPn; AT STh"TIDIJ 9-t(,O --18-20 \IT L TO R\J ~ }-\be· 2.. PROO'RI\t1 2{ CortPl!r8\ P~1AJrou-r : ~vN Io~~~AnON--------------- lNPUT FtLE ··--------- OuTPVT -500 CFJ------- ~500 CFS ------- 1;\JOO c.8 ------- ~,000 CFJ ------- lOJOOOCt-5 ------ \5,000 CF5 ----------- 22,700 CF.s ( ft1 f)---- 22-23 2:t-2S 2.G-30 '"S} -33 34--3" 37-3<=J 4-{)-42... 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':".~_1Ul2~~oo .v.:_ GR 1090.000v 281.400v 0.0 0.0 0.0 0.0 OoO 0.0 0.0 • 1'-- .. JL_. .IJ-.. , •. .o.o 165.ooov .l'tl .uoo ,_..._ o.o ___ Lt. 0. 165.ooo-· . l~.l-200 v 0.1.1 ::::r: 0 '::1> r-r, CJ -......, ~ N '1 '-' , ,_ -- 19 DEC 1985 15.05.00 ~~~-- X1 4::lO.OOO' 12.000"' 154.000/ Z84.800J 96.000-96.00<}' • • __ GJL ___ j_Q!l!i._QO_tL_ l!i't,.IJ!.IQ~ .. lO$lQ.,QQOv ____ l!.)_~,QQJl~ ____ l.Ol5_ .. 0_QQ_':" _____ l:!l •. QQQv GR 1058.100./ 165.000 v 1058.u'IO v' 200.000 v 1J58.b'il0 v lH.OOU • L .GJL ___ 1_013.~00[~ __ . £5.1, tHlU .': .• 1 U~W~OllO _v-" ____ _Lfi_'t .J.iUJl v _____ u_.o_ __ ----_______ 0 .. 0_ • ,, ,. ------·---- Xl 336.ooov a.ooov 15!1.500" 2<J'l.20o/ 94.ooo•/ .. GR .... J.0.15..Jl0_Q_>; ____ l~IJ~~UO ~: .102J .. Oll0 -~---. lt:C!.JJOU~: .l1l52.00ll"'_ GH 1011.000./ 253.200"'. 1012.000< 2td.20ll" 1090.000'. 94.000 ...... 2UO.uoo<. 299.200\,/ Xl 295.000-' 12.000• 158.UOOt Jl1.00U,/ 91.000v ~.ID.W__:: Gl{ 1085.000 r 158.000 ._...-1076.000 ,_. 160.800 V 1059. 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" (' " c II !l.OOl62b lOb. too. 106. l l't 0 o.o u . ...,o"'o..__ ... z.£j.._5_._._,_5_..llc__ _____________________ _ ,, *SECNO 516.000 "--_________ ~zta.... on _______ 2.....01> ___ , u6u .. ~.l-__ 1.11~2.. 5.5 _______ n.n ____ l.llo.ll .. n.L ______ n.l.~----____ o ._17_ _ _ _ __ n • .u ____ Loll.5 • .uo _____ _ 5oo. o. soo. o. a. L4<o. o. 1. o. 109o.oo 11 o.o2 a. o 1. 47 o. o o.o4o o.o~to o.o4o o.._o to~.._ • .._J_._z _ _..1_,6Cli4_._._:J4'-'9'------------------· 0.003610 103. 103. 103. l 11 0 o.o 11.02 235.50 n _______ !.S.ECNO.. _t,.llO_,._Qj}Q _______________________________________________ ----------------------------________ . 480.00 2.08 1060.17 1059.85 o.o 1060.95 0.18 0.34 o.u 1085.00 " 500. 0. 500.._ __ Q.._ O. 147. O. 1. L. 1090.00 o.o3 o.o 3.41 o.o o.o4o o.o~o o.o4o o.o 1058.69 164.48 n_-_---__ .ll.O.O..l3lli2 _________ '1.k .. _________ 'Jk. _________ '.Hh ____________ 0 ___________ ll ____________ 0 _______ o_._fJ ______ li .. 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MUOltlCAliON 50,51,52,53 1 54 1 9~.4, ·---•••••••••••••••••• !..!.!.!.!.!..!..!!.!!* ••• !••···~· ........ . ( .... ---------- Tl HRAUL[Y lAKE PRUJECT,J.O. Nu.lj5UO.bd,W.P. 6C (~~) ·',- II .• J 2 .WATER. f'IWf .. ll.ELIJO.WNS TRl:.Ait 01: LJ_l.l/tKSJGN. JJJtHiEl. __________________________ _ n flOW l5UO CFS Jl ICHECK INQ NINV IOIR ~fRI MEIRIC HVINS .. ----------·------ -lO. 3. o. o. -1.000000 o.o o.o ··-----------~ _, ---------- J2 NPRUF 1 PLOT PRFVS XSECV XSECH FN ALUJC ~~-----.---.- 2.000 o.a -1.000 o.o o.o o.o ...: 1.000 It_ -------·-- .. __ ~--------------- 11------ 0--------- ,,__ "------------------------------------------- IL ... "--- Q WSEl o. l060.00J ------- IBW CttNIH o.o o.J PAGl 5 (~"''~ \: '' FQ ----------o.o IT RACE --------~~--~--~~~-------· o.o -·-----·-~-~~ ( ''( ----·--,-~-----------·-··--------·--·----------- () :.:t> h -o -'-1 ~~· "c. ( '( --------------------------------------------~------ ·-- ,._.- ·------- "------------- tf __ -·------------· :-a \A t. 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UO .... l.fll ... 9l .... _ ... 170.46 114.43 11---------------------------------------------· --------------------------· n .. I " n __ _ "- -·--·-·---·---~------··· (··-, •' , "-----------------------------------------· ---·-----~·------------------------------------· "· "--........... . "-- »-. - • .. t .. =tt:: .. ........ U1 U1 • 0 0 ,, ' . 0 ro ' ( ,,C 0 "4111 -~ ., ' I ,t () ------~ .:::1> . .-........, ' ,, ,,~ ''( c 0 • ........., ( '( ( I • ----cJ « \rJ V-J '4 4 ;,, 19 DEC: l'J65 15.05.00 I )I IIEC-0: HAU.B . .S.IJREACt PROF ILLS ENL'Jj VEKSIUti 01 LE_'l.EJ.__Q~- LINKA...;[-EOITUR tll.l98 09.2l.!H l • _13W~~J;JA£Ll'UK!~ l9.il_L___ .... ---------- I___ ·------------· ----------) •••••••••••••••••••••••••••••••••••••••••••••••••• ) 1 .. . ... J:ifCZ .Rf2L.EA.lf: ... IJA I f..O_ JJUV .. 7t. .. Uf.OAI.lU APJ!Ll'lll.Q ____________________ _ EXPlHIMlNTAl KOUS F~R ICE ANALYSIS ...... EJUU.lR CORR... Ul.Ol,{U,Q~---------- HOOifiCAilUN 5U,5l,5Z,53,54,9?.4, ) . •••••••••••••••••••••••••••••••••••••••••••••••••• l,._ ll BRADLEY LAKI: PRUJECT 1 J.O. Nri.L5500.b8,JI.P. 6C ,__ ___l L..... .riA lEJLf'.allf ll LS UUalll!l JRt:AtLUf. .1UY.EflSl..Ott .J.UtiliEL ) 13 FLOW 4000 C.FS "-------Jl IOIECK l>iQ NlNV lOUt SJKT METRIC tiVlNS )IJ ___ ---------~----------to. 4. o. o. -1.000000 o.o o.o 1+. ---------------·-·-·-----~---·--------------------··-) Jl NPROF I PL OJ PRFIIS XSECV XStCif fN ALLOC !! _____________ _ 3.000 o.o -I. 000 o.o o.u O.il -l.OOO ),. ----------~.,--------------------- II, j ... !0 • ,II_ II ) "--------" --------· ·~~-... .. . ,. " • .. .... ll ~ I PAGE 8 i.l IolSEL FQ u. 1062.50::.1 o.o ----------------------------·- JB,j CHNIH IJRACE o.o o.o o.o ------------ ~ ......... \..11 \..11 0 a . 0 00 D -~ I -.:);. n :)) ,, .: ll Jl •t ---.: 'I " -,1 '01 " II " ., " 1 ,. ("") 0 --.....J -c:;, w ---+-' ,, ,f I ~ \. ' ' 19 DEC · J5 15.05.DJ (~\ • f -' PAlil (~) q • •-----~ EC !:!l.L __ _____!!J; P HL ~ ___ ~JtHL ___ _&!:U!t:l .. _____ ij,Sj;JJ~-~-J;:!L____ _ __ U¥_ _ t!_l,_ !Jlll:l~ _____ M'H\ Llt:~ Q (JlUB t.}CI. l,)l'(u6 AlUI:I ACH ARUB VUl TWA lEFT /tUGIIT ( • T pu: ~l~U _ VC:Ii Yl{\,l_!:l X~~ ~N'H XN~ _WI~ HHIN :;sr A SLOPE XLOOL XLCH XLUHR lTKlAl !UC lCUNT CURAR IUPWIO HWSf C' ·--__ ...!£.B.Qf__j___ __________ ---· . --------------·-,_ .. -,----~---~------ ' CRIT1C4L UEPfH [U_flf .. CALCUlAJ.fO..A.T All CI\USS !>I;(;.JIU~5 . - ( •SECNil 1160.000 , ___ l.ll.O. _ ___{; Rllll.ALI!El'.HLA:iSUlifi.L_ ----··-----------·--·~~------ 860.00 4.o5 t06l.o5 l062.o5 lOo2.5o 1064.35 2.3D 0.0 0.0 1090.00 C' ··-'tQQP, Q. 'tooc, _o.__ __ __ o-"'--_.u~. __ Q.___ v~ o.. l_Q!J.!!.uQ o.o o.o 11.17 o.o o.o4o o.u4o o.o~o o.o to51.~o l6l.d6 11-• .o.ot6ta~--__ .il.. __ o.. _o,.__ _ _ o ____ __.lo ________ o _______ o,.o__ ll ... Z6_ l.Jt>.tL --··-·--~-~------·-~-·--·--- *SECNO 765.000 .. "---- 3301 HV CltAr-IGEO HURE THAN IIVINS IL_ ~ 185.00 6.10 l0b3.78 10b2.31 o.o 1065.09 1.31 0./4 0.1.) l091J.OO It 4000. Q.._____!tOOO. o. O. 'd6. 0. 1. __ 0 • 1 \lt!O.Jt.Q_ ________________ _ o.oo o.o 9.16 o.o 0.040 0.040 0.040 o.o . "---Ll.OOCl(lH___ 15_. _____ l!i. ________ 7_!!._ _________ j ___________ ) __________ ()_. __ ... O~_Q . u-·-- ' *SECNU 679.000 II b]9.QQ 6. 59 l064_._tl 1062.b't 0.0 1065.11 l_,ll 0.62. 4000. o. 4000. o. o. 411. o. 2. ~-"------__ O.OL__ .0. .. 0 1t .. ~'.L ______ u_.u_ _______ O._Q~J) ______ O_.._Q!t_Q ______ o_.._O!t_O ______ Q.l)_ 0.005191 106. 106. 106. '-15 0 o.o C' ll----------- lOS7.68 lb3.~U _ u~.o~---z-~~.a- -~0 1 09Q._QQ___ o. 1065.00 lo>tJ .!!o _____ 16.J. 1 'L l1.2J 236.62 11 •st·cNo 5Z6.ooo _______ __ SZ6.00 6.60 1065.17 1063.01 0.0 1066.22 1.05 O.Sl 0.0 l065.JO C 11-___ .• ____ • _ .40.00 .... ______ . __ a_._ ______ i-UIJ a_.._. _______ . _ U.. __________ n.. _______ !t.Ult. __________ .a.. _____ .... __ 3 •-__ _ __ Jl. _____ l 0\lll. 0 0. ___ _ o.o1 o.o a.zz o.o o.o4o o.o~o o.o4o o.o 1056.17 163.10 4.. 11---___ •. a. U.O{t 11 L._ _____ .103 ... ______ .l.O.l.. _____ .J.O.l. .. ___________ _z_ _________ .l'J. ____________ 0 ________ Q_._Q_ .JJ .. .l.b ____ .2.l6. 6 b ___ _ ,, ____ _ • SECNO 460.000 C n_ !tSO.OO ___ h.2.l.. l.Q65otl~ ___ Hb.l.l2 _______ f.l • .ll .1.Q6_6 •. 65 ________ l.,_QO ________ Q_,.'f..L .0.0 ___ UHI5_._JQ 4000. o. 4000. o. o. 499. o. 4. •• 1090.00 ''--.. _ _ u. o 1 o.. a. ________ Jl.n.L ______ n • .lL ____ o.o_~ao ______ n .. o.~ao. _____ n..o.~o ______ n.n __ ... to 58"'6'L ... .l6J .• l ~ • o.004342 96. 96. 96. 1 14 u o.o 1 J.5l ;u6. 15 ''--------------------------------------------------- • "- •"--- ·-----------------· (/# "-- e.~~__ --- :.:tt:: r-o Vl Vl 0 0 0 (X) D :L • ' • • ' ,, t • ' ,.I ••• ~!! l t ,, ' ,, .. t A fit :::r> r -~· 0 t <:::::)_ Dl -. -~-. 4 i • •• --u \.J"lt \Jl t. ----19 -L, • 965 15.05.00 '11 ·~ :t,)t PAut }I I __ SECNU OEPIH CWSH CRIWS WSELK EG UV l:il. __ _ Q !-_Q ~ S 6A!i!I.____E_ll'L_____ ___________ _ Q QLUO ~CH QROB ALO» ACH ARUB ~UL l • _________ IIMC _______ '{L._!JfL ______ HJL ______ VRQJ! _____ ,!@,. _________ >(~~tt ________ ~t(~ ____ tiT~ ) ), ) I ,,,_ SLOPE XLUBL XLCH XLUBR IIR1AL IUC ILONT CORAR •SECNO 386.000 386.00 7.23 106b.2J l06J.34 0.0 &ObT.OO _________ 'tl10l1._ _________ _o. ______ !t_QO_Q., __________ Q_.____ o_,_ _ __ .!ZHI. ___ _ 0.02 o.u 7.02 o.o 0.~40 ~.040 ____ .0. 00.11.1L ________ 9_4: ._ ________ 9_1t. _________ .'l'f_._ __________ L _________ .l 't ___ _ *SECNO 295.000 3301 HV CHANGEU HORE THAN HVINS 0. Tb _Q. 0~040 i.)_ o. j4 :1. o.o __ u._u TW.\ l EFTIR 1 GilT I; ll1 lfL _______ }_SfA ______ _ I OPW 1U ENOS I o.o 1065.00 l.._ ____ lo9..o ... uu ___ _ 1059.00 163.19 60.58 ____ 2_'f]_,J7_ - -') 11-- 295.00 16.96 1066.96 1051.52 0.0 1067.~4 0.06 0.04 0.0 1085.JO II 4000. o. 'tOOO. o. o. 1113. -~---~ _J!.._n _t ... ___ _j_090.QQ_ __ ___ 0.03 o.o 2.26 o.o 0.040 0.040 0.040 o.o 1050.00 163.07 )II __ _ _____ Q.!)_Q!U!I_f:! _________ "!j._L ________ ~_l_. _________ '!t. ________ ? ___ -----~------_ 9 ______ Q,_Q ~ 11-1)1 ____ )_~9-"-H _____ _ IL ) ~~------------------------------------------------- ) II __ ., __ _ ) ·~~-- ~~~--- "------------------------ _) Jl_- JL ) -------------------- ) II_ " .. ----------~--~-------~----.. , " ) ., .»,, II .) 10 .. i • * t--' V1 V1 o- o 0 co b < --L.. () ., J> r ~ G -"J -\__} '--rJ {"J"'> r / " l 9 I) 1:.\ ) .. ...~.uS.uu ' , ____ 1!~-=:LMI!.;!L.:tlll!fJ\(.;f,;._J:~J.~QfJliL!;~H_~~ ___ Ytii}ll!~ J>L _t,EVEt_JH! __ _ L 1 ..• ·-. LINKAGt-lUlfO~ 8l.l9~ 09.22.5/ Rljfi-OAlf ~q UH 196~ •••••••••••••••••••••••••••••••••••••••••••••••••• "~tl MtltASt llAJ~O NUV l~ UPllAfEO APRI 1180 EXPERIMENTAL HUUS FUR ICE ANALYSIS ERRU8 ~UR~ 7. Ol,OZ,OJ,Ot MOOlfiCAilON -S0 1 5l,52 1 SJ 1 54 1 99.4 1 ---*=* ** u ** * * ** ** .!.!.!.!.!. * • !!.!!.! !! . .! !!!'! H* •• u.ut * ·~~-** .!-----~ ··-« fl II-_. .•. JZ H - Jl ., __________ fL. J2 BRAOllY LAKE PROJECT,J.U. NU.I5500.6a,~.P. bC liA[lR PBOf.JLU .. UUWNSIREAM. ULOlllEkHIJN JUNNH flOioo 6000 CFS I CHECK lNQ NINV llHR S TR l -10. 5. o. o. -1.00000:) NPROF I PL Of PRFVS XSECV XSECfi ME I RIC o.o FN (--.~\ UVINS o.o ALlUC U-------;-Mn 4.000 o.o -1.000 o.o v.o 0. 0 -1.000 IL... ··•··· IL. II •.. "----------- 11------------------------------------------------------------ , __ "-------------------· ll •... --------- "---------- "--~--------- "--- "--··---------------- II .. _-------- Jl_--.... -.• I' All ll (. -~, Q WSEL HI o. lOo4.ooo o.o IUw CHNIH l lltAC £ o.o o.o o.o ------------------·---------------- 19 Ul J85 15.05.00 Pl\l.t ,, t_ ~Q UlPIH CWSll CR!HS WSEL~ _fJL. d L ______ .HL __!!l\1~~ l\ANK f LEY I) (JLOB QCU QfWB Al 00 -, • ______ J.IHL. ..'ti..J!t) .V~H _____ .Y.i!@ __ l<I'JL. ACH ARUB VOL M,ktj_ ______ )~t-JJ! ________ JH. ~-- TWA LEFTIRIGIH !:I,MUL .. ___ _:i_SLA ___ _ SLOPE XlllBL XLCH XLIJI.IR 1 TRIAL luC lCONT CORAR ltJPwlU 'ENOSI' l. '} *PROf 4 ) , __ CRIJ lCALUfP.H\ HLJiLC.ALCuLAJ£0 U .ALLCRU.S..LS.HUUNS ) ·-. *SECNO 860.000 3720 CRITICAL UEPIH ASSUMED 860.00 6.01 1063.41 1063.41 1064.00 1066.47 3.0J 0.0 0•0 10<10.:.10 >,__ __ ___ (1Moo.._ _________ Q._ .RQ9.Q, _________ o,. _Q..__ _______ 'tJZ. ___________ Q .. ___ _ ___ o~ Q,. _____ .l_QB.!l.UO o.o :J.o 13.89 u.o u.o4o o.040 o.o4o o.o 1051.40 163.52 ,,,_ _ ___ n.nl!iJtt'l____ _ __ n. _________ JJ .. __________ o_,____ __ ___ Q __________ ..to ____________ !L _____ .o .. o _ u .. 'l!i ____ nt._ ... 'tL_ 11-----------------------· •SECNU 785.000 ),~___ -·-~--·~ ·---·· 3301 HV CliANGEO MURE THAN tiVINS ,._ ________ _ ) 785.00 7.12 1Uo5.40 1063.74 0.0 1067.22 1.82 0.15 0.0 1090.00 lS __ flQOO. Q. bOOQ..______ O. O. 555. O. ___ l. Q, 1080.00 0.00 0.0 lO.dl 0.0 0.040 0.040 0.040 0.0 1051.68 163.07 ) "-.o.. a.o J.o5_l.___ _ .1::>. t ________ .15. t __ .15. ._ ___________ 3 ____________ ~ ___________ JL ..... JJ,._Q ____ . _ J J .• e~ ___ .l.J~ ... 'IL _ 11. J II *SECNO 679.000 619.00 LH 10o6.3L_!_Q_64_.Uo o.o 1067.86 1.56 o • .22. _____ JhL __ LQ.2.Q~;tq_ ____ ----------· 1:>000. l) • ... __ u .. v.cL __ o .. o. 0.00~568 106. It • ,, __ _!.llcm.L2ll •. _,.,o.>Lo,._o __ _ 576.00 8.60 _)II --.. _(100\1 .._ _ . 0 • 0.01 o.o IL ____ _u_.ll050Ll _lOJ. ) u_ -~ -~--~-----·---~- +SECNO 460.000 ,ZI. . -'tlhJ. 00 .1:1. 82 6000. o. , . 0 .• 01 o.o .. 0.00460U 'Jb. ... II ) ·--- -~, . .Ill bUuO. O. O. 599. O. 2. o. 1085.00 &9-IJ2 --~~tL o ... v~_o _____ Jt._Q~_Q ______ Q_,._Q!tQ. !h!L__ t05Q.QI.) ___ 1~~ .... 'U __ lOb. lOb. l 15 0 o.u 74.08 217.05 1066.91 106~.44 O.Q l068.4J 1.46 0.54 0.0 l085.JO t.Oilo_.._ _________ u_ .. __ _u._ ______ .bl9_. o.________ -'*·-o. _____ lll<JO.oll ~.69 o.o o.o~o o.o'to o.o4o o.o 1058.17 &62.85 10.:1.. !OJ.. __ o ______ .15____ _ _o _ o.o___ 74.L'i ____ 2,.1.u lot>l.~t _ too't.l't 6000. o. 'l.'tL. u.o 96 • 'lb. -.iJ.Jl-lQP.& •. 69 ....... l .. llt o. b) 1. o. O. \J'tO D.O.'tO ....... 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QOJ2'H . 9!t. . 9't. . .'1~..... 2..... _ H... ...I.L .. 0 •. 0 62. U ... 2H .• 8.1 r *SEC NO 295.000 r ·•- 3301 HV CIIANGEO HORE. JUAN UV INS *'--I 295.00 19.10 1Jb9.18 1059.19 o.o 1069.30 0.12 0.05 o.o 1065.00 ''------· 6000. o •..... J&!l.U ...... __ __JL, o. 211L 0. 1 !}.._ ____ ..... l.L-_____1.090. 00 0.02 o.o 2.76 o.o 0.040 0.040 0.040 o.o 1050.00 162.51 ( "----. J.hOQOU.! .'H.... . ... 9l. ........... '11 •. __ z______ .. .IL .. JL ..... O.Q .. UI_._HL ... J.ft.t . .J!l 14 __ ''--------- II. "--------------------· '"-- 11---........ -------- " 0 0 • . 0 • ~ .. , < ~. () f II "l , . "f Ill. • •• ' " "c 11---------· -------·---.. -----............. -... .. 11------- n __ ,, ___________ .. ___ _ 11 .. u __ 11------ ,.__ n__ --··---·- II .:::P' r ('""") & 0 "'C. ·---------------·-· --........J c •• • ~· --0 I c I (I ,. 'J ,_ ~~·- ~. ") 19 DlL 1985 15.05.00 HEC-2 WAJER 'iUfUAC.E PROFILES ENl'JJ VEF\'ilUN Ol LINKAGE-EDITOR 81.196 09.22.57 ____ _1:!-!!t:l::QAU. _!_'LQL~-J~!I-~--__ •••••••••••••••••••••••••••••••••••••••••••••••••• ) I_---_____ J::t£CZ _RtHASL OAH.IJ. J~Hl 1L1f> __ UP-DA H.0 __ 4PJ!Ll_<,HtQ EXPLRIHENTAL HUUS FUR ICE ANALYSIS •-_ _ ______ ERim6 __ (;QRR__:-___ nl_. OZ .1UJ_Q~----------------------_____ _ ) HODIFICAIION -50,51,52,53,54,99.4, •••••••••••••••••••••••••••••••••••••••••••••••••• ~ .. __ _ U:VEL 00 11 BRADLEY lAKE PROJECT,J.O. N0.15500.63,W.P. 6C ., ./ "-______ I z_ ________ fiA l EJL J!.ROf J.L.ES __ omm.'ilRb\tl_Of.__UHLERS.lUN _lUI'iliE.L _______________ _ , T3 flUW 10000 CFS ll J1 ICHEGK 1NQ N1NV l01R STRI HE IIHC ltV INS ),L_ -10. 6. o. o. -1.000000 o.o o.o ''-) Jl Ni'RDF 1PLOI PRFVS XSECV XSECII fN ALLUL II PAGE 14 -------· -----·----·----~-~ a WSEL fQ 0. 1066. '>OJ o.o I Uri CHN1H 11RACE 5.000 o.o -1.000 o.o o.o o.o -1.000 u.u O.J 0.0 ) "------------------·------- II __ .) "-------------------------------------------------------------------------------------------------------., 11-• .) ,_- II. J , 11. II_ .. ·an " ) "'----- ~~~ 1/ .j ~ t-' \Jl \.n 0--, 0 0 00 e:> <._ l _J_ () .:1> r n C) -........) \:7 ct r ,_ I . : r • r , 1---- ,.cr."-' a9 lh:u 1 t:.t.05.uu :iE~~!J Dt;.H!i___ ___ ~~~l!._ ___ ~~--_!!_.~lllL _[JL__ IJ QlUB l.lCil QRUB AlUii ACH .U~~ --Vt.l!" 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JJl __ __ , •SECNU 785.000 3301 HV CHANGED MORE THAN HVINS ··---785.00 10.1J 1067.81 1066.19 o.o 1070.69 2.88 0.81 o.o 1090.00 PAG-1 5 II 10000. o. 10000. o. o. 734. o. 1. -~Ou·~~~~o~s~Ou•~o~o~------------ o.oo o.o 13.63 u.o 0.040 0.040 0.040 o.o 1057.68 162.17 t ,. ________ !l.!l08.H.2 ___ 75_. _______ 75.._ ______ 15.. ________ ) ____________ !L __________ o ________ o_._o _______ 7.5_._}~ ____ z.u_ ... 5_L __ _ •SECNO 679.000 (<'"'~ r- , .. -, ::tt: ' ..,_. \.11 •• ---I.J1 0 0 • 0 ,. 00 • "t -~: ' 0 ,,. ~ . :: .::r "• II -----L 1301 HV CHANGED MURE THAN IIV INS 679.00 11.12 1069.12 1066.51 o.o 1071.47 2.14 0.77 o.o 1090.00 •-----------.LOO.OO~--________ 0~-___ .LOOO~ __________ O.~ __________ o_, _______ ll.l~ .. __________ 0.. __________ _}, __________ 1.1. ____ _lUB5.A.01l _____________________ _ t 0.00 0.0 1L.28 0.0 0,040 0.040 0~040 0.0 1058.00 156,43 n 0. 006444 106, 10bL __ lObo. 2 11 0 0.0 81,]1 .2.ll.J._t., •SECNO 516.000 n ___________ 5_{6_~ 0.0 ______ l L~ 5.0 ___ l U69. IlL __ 1 06h. Il4 _______ u.o_ ____ 10.l.Z. Jl'i _______ 2..l.L ______ 0._62 _______ Jl .Jl ____ .1..08.5 .. _0!) __________ _ I 10000. o. 10000. o. o. 838. o. ;. 1. 1090.00 M U .. ()l u.O 11.'13 0.0 O.U40 0.040 0.040 0.0 1056.31 162.11 0.005641 103. 103. 103. 0 15 0 o.o 71.02 2J9.15 J •-------t.S.E.CNO _ft.80 -JilO ____________________ . _______ ---_______________________________________ --------____________ _ 480.00 11.84 1010.53 1061.17 o.o 1012.61 2.07 0.52 o.o 1085.00 "-10000. o. lOililO.. ______ 0._ 0. Bbb. 0. I. 1. _lU_gQ.OO o.o1 o.o 11.55 ~.u o.o4o o.o4o o.o4o u.o 1058.69 159.66 • •---_____ .o. oos.J.a a ________ 'ih~ _ . _______ 9 h. _________ 'H_._ __ . ________ i __________ .15 ____________ o _______ o..._o _______ 16 .. 30. ____ L31_ ... 98 ________________ . ·------------------~---- p .. __ , •--- • " "t ----·--,( __ n -:l> r n -----·---~---- a --.......,J -\J + • ll "'• • ' .. • I •• I • • ...... ,_--------.J.,. ~----------------- 1~ OL •• 985 t5.05.oo .,~--- SECNU UtflllL __ _i.lriSEL CRIHS w:.tLK fG HV Ill ULOSS BANK ElEV Q QLOB iJCH i,JIWR ALO.l ________ _T_l ttl; ________ \l 1.-_Ql\__ _ HJL _____ .. Y.R{)ft _______ 1(_~!. ___ _ ACII A~06 VOL ----~~1JL ____ -~~JL ___ ._ ~J-~----'), IWA LEFJ/RIGHI _ t:.L !'l_t~-______ --~SB .. _________ _ SLOPE XLUUL XLCH XLUBR ITRIAL IOC ICONT CORAR IUP11410 ENDSJ I__- 3 *SE:CNO J86.000 ') I _______ UO.l.-HLCti.Mi.l.iEJ! _.HU.RE __ HtMLtl.ll.lJ~ S. ----- ) 1--69_. O_Q ______ 12 • .!! 3 ___ l. 01.1 • ..5 3 ___ .10M, .... 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(;,000 Ct> ~~' (2-.: 4;~ c:.rs 1/ Q• 1,500 CFl::e / / '/ / ; j/ ./ Q• S<Xl C\iS 0 ' / / I 2 [I V@soo-:; 3.5 Ff:ec_ - v@ Z.t700 = /5.B FT /OJB' J 7 Li / / I I - - ~~ ·~ STU\ 5 t?G 46 i050 _; ' ~-· --------------------------------------~----- ;/ CALCULATION SHEET 45010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE..2.1:" # 15 01 2 1 C/~e_·· 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 2<4 25 26 27 28 29 30 31 32 33 3<4 35 36 37 38 39 •o •• <42 <43 1CJ7C 1C6~ 1C5C (/ G.OOO tt:J E9=7:7:Z~~-r7l v ~h()(X) CFS I 'I " \ ,5'00 CFS ~1+·-l· / ....... _~...,._.i _ __,.__.,...;_' .......___,.;...; ./ 51)0 CF5~\-i ....1... """', .. _ .. : --;-; _ .... l-,-___,.;-,-'--:1 \L/ I I STONE -107 0 <i<t,~C~ -1060 ~"4~ v Q;=!SOOC .,.._ £L 1'/ V@soo-= 3.t fT/56-c. _.- Vi zz,1oo ... 1s .1 Fr /f.Gr ..--- ,. STA·3t8G ' . ' ' ' ' "' . '· ' ~ ! I I : I I .-1 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .5010 66 # 2 3 1090l I 1080~ I 1070 .. 1050 1040 1030 41 42 43 44 46 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP 155QQ.08 H ~~suo: O.G, FT~EC V!!u~: 5.1 A/SEC. v-- CALCULATION NO. OPTIONAL TASK CODE 017 STA.2+95 / PAGE 55 &5010.64 fFRONTI CLIENT S. PROJECT CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE /7/.,;, .r Jr .a. ,P,w u• 19-vl-4.,,, ·f-y 0 ,. .. ../h y i...,. .t"e 1-lyd'o p,-.~/ PAGE I OF :J £:3 ·'-CALCULATION TITLE (Indicative of the Objective): QA CATEGORY ( v') OI-NUCLEAR -···• /Jv/Jr).~,.,J J•ii O,P"'"'-f-,·o,..., 1 P;v,.,...r;o ... -,-;_,.,..,,~/ _,.:;.~ . SAFETY RELATED . -..:.---.-·· J. 0. OR W.O. NO. CALCULATION IDENTIFICATION NUMBER DIVISION 6. GROUP CURRENT CALC. NO. OPTIONAL TASK CODE Oli om J!f ?/'J OTHER OPTIONAL WORK PACKAGE NO. ~ 1 5 50 0 · 0 S Hy ,j," *APPROVALS-SIGNATURE E. DATE REV. NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW *CALC. NO. *REQUIRED (v') PREPARER(S)/OATE(S) REVIEWER(S)/DATE (S) CALC NO YES REVIEWER(S)/DATE(S) · OR REV. NO. NO GROUP RECORDS MGT. FILES (OR Fl RE FILE IF NONE) DISTRIBUTION* lj I COPY I NAME E. LOCATION SENT I I ( v1 : ;J'/1/ f) ,;,r,-., #I"" : v : hf'"<-F",·/(_ I /f;,~j, : V I O":J -]OL OK /?"/l-1 v I I I I I I I I I I I I I GROUP D I I l I I I I I I I I I I I _l v' (P.C.) I COPY NAME 6. LOCATION I SENT I ( v1 I I I I I I I I I I t.......-; • ....,..,. ~;:,ti:ALCULA110tt SUMMARY CALClJI.ATION NO. ·--019 CHECKER'S REMARKS: t"cnr:_; lS crrm; LOC~ JlrT 5rn +'tO e. I APPROACH/ASSUMPTIONS: ! 1) I-f" /.r A .I'J v ,..~J. t i1 o.r .J" fc 1-io.. "3 r rl rJ,~ft c,..~/11 JJe.. - ..,,·f~ ~1.--~ ,...__,.s/;.} ("'"I c._, I~ ,L I u 1-1 #-0 I"') l )} {()1!1 o-1 .fn·, f,t~,. .r~ ... / fr I'/~, / .rl-.,., I(J'r J'tu .. / -::::; ·) ,.- J f-a I / f f.e <-I = . ? 0 / n f:.t ... 1 f ht;, lt:r r r ~c. I:::: . to CHECKER'S REMARK!j f\SSUf'\PTION-!1 TO 13€ COklF!R/161) \JfOIJ Ft~~UZAT70N OF CN...(. # 11 SOURCES DATA/EQUATIONS: !?t.J llp,.J;r .. l ,·,..._ f::,,. I I~('(_ ""J"C... (JI..f' Vol /. Fe lie, ,; / R,+ ')... ( ~ /L # 0/<:::'f ( Hy~n) R(.f-') L&</c. p. f. s t1 'l-( f/''""~ fJ .. I) I J. 0. NUMBER # 15500.08 t:.,J 6 /'L .... " " ': REMARKS AUDlT REMARKS AUDIT REMARKS R.-f 'I Co£ ;-/y 4 .,.,..., ;, <.-J)o, 1, c,., .;..,. .... ;.. I"~ f,.,. r/JH -:1 l. o "'I I I CONCLUSIONS: d,r-11 ol' ol -/'r I t,...h I~ &.. -t: 1..>1,.1 10 /h.. I I ft.._,, ,..ocf I tA. -:l.)t--~n t.-1"' ,.,! /,.,..., (. ,,¥ /) w~O,_? ;, If /f ¥~ (.)<.A.) lis AUDIT SUMMARY CALCULATED 6Y ~EC~K=s------------------~C~O~RR~E~CT~.tV~E~A~CT~IO~N~T~A~KE~N~------~ BY INFRACTIONS DATE CHECKED BY 1AUDITED BY ! AUDIT REMARKS j •. f.~ :,.....1' J l/ "'-· .. ,/ 'k /' ,.~ ,;; ""'·~ I DATE OA fE ., .) _, ( I 2 3 4 5 6 7 8 9 10 I 12 13 14 15 16 17 18 19 / 20 \.. 2 I 22 23 24 25 26 27 26 29 30 31 32 33 34 35 36 37 36 39 40 41 42 43 44 45 46 ,, ... 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ci GROUP Hydro CALCULATION NO. OPTIONAL TASK CODE 0/6' # 15500-08 Pl9 &-£ I ?.... '"3 ~ .r ' ------?-~ 8 rl/10 /I -? /7 1 r d I 1 L .J u ('o·) b..,. /lr J...-.. .I j .t:... f'-2.,..::> /?~..u•~oJ );..,/AJ, •• .,/ p"-f!.. ;...{ J)r~ h ~cf a,.C 1J . .._ 7 tf;. f(.. 2..2.. -z~ ( ~,.,"'' ,· / c J, .....,..<.. :J-7 -::..; L ff PAGE_z_ 2 3 4 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 27 28 29 30 3 1 32 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. 'I 15500-08 DIVISION f:t GROUP f-fydrv CALCULATION NO. OPTIONAL TASK CODE 018 f"ff ETc rl J 2. I Up// ,c-r -:l. Jr ... / /,-.·c f, <>.., v } 13'<-r~· .. , f"r,·( f,·a~ ( hyd .,r,...., J.'c) / 'I pf!' .. ri-J /r/ c ,t.,·..J~ (_ :;;I"'''"'J) r r j:_r, c ft uH -'· -'P'' ... , t. M~f tr v..f Y'Jj!"'.:J / 7 We 17-.I.T ot'-? .. -1-c. / .rfu / St ~I ~-~ !.., ... I ;-"!-c. ," ~ /, r-' .r f,,. I ( ..> ... -1' = .!' .;. "' (' I I J .,..", / ".J • .,c .=: ~ f.-fl..>.., I ;-.;._ .• /,r.--J. ,..,. .; -~-" "' , -· / ( /~-{.._;-c. I '. ' .;)... r-~ ~/'"" _.?"" ' .. -.( ~ .. -· I --/ PAGEL ./.r- 7cJ ;u " •• ( I 2 3 4 5 6 7 9 9 10 I 12 13 14 15 16 17 19 19 r--· 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 45010 85 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. # 15500-08 DIVISION & GROUP fly d '" CALCULATION NO. OPTIONAL TASK CODE a I IS w:rl ;-oo rl..r ;: /.)-.) ;,) J ~,C., r'-7 < fe. c.. / .. ./,.,/c.. 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OPTIONAL TASK CODE ()If? 7. 2 ff PAGE G /0 7..r; 2...-) v,--r~ .:; .. /I> .,c / .. ,_, o.,c ;ooo c .,C.r t'k ~~..,d j J, f.> 2. cJ d-tj.f w/11 rt"J<:: X .,Cel!.-f J j?/(K @ /U ~c) -1'-lt"Z-~( /(. ./' 8 - 11/(' ... e ;,; BJ =-1.rt r "" c r( _; ; rt 8 -; 'I t z.. -- ;o 8 o -;oc o CL •• &5010 65 ( I 2 3 4 6 1 a 9 10 I 12 13 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 41 42 43 44 45 46 J.O. OR W.O. NO. I <;"" s-ov u g STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE 1-1" olr o o If? rJif ~ 'G L ~ PAGE 7 2 4 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 ... 5010 66 J.O. OR W.O. NO. I;-Fo o. o 8 22 "GATE!!" 23 25 28 29 30 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ci GROUP 1-/y ol~o CALCULATION NO. OPTIONAL TASK CODE H it 0/8 ~ ----~~rr-r Flow as function of gate opening Q = c Aga <2 g Heff)~.s Gate area= Heff= H - H= Width= Gate opening= Aga Y*C 10 12.5 y 0 PAGE__::__ --------------------------------------------------------------------31 y Aga C Q V 32 33 ( f t) (sqft) <cfs) (fps) 34 0. 1 1. 25 0.73 23.07 18.46 36 o.s 6.25 0.73 113.65 18. 18 37 1.0 12.5 0.73 222.95 17.84 38 1.5 18.75 Q.73 327.78 17.48 39 2.0 25 0.73 427.99 17. 12 2.5 31.25 0.73 523.43 16.75 40 3.0 37.5 0.73 613.94 16.37 41 4.0 50 0.74 787.83 15.76 42 5.0 62.5 0.75 940.43 15.05 43 6.0 75 0.77 1074.94 14.33 44 7.0 87.5 0.78 1167.01 13.34 8.0 100 0.80 1:;:''8..10 12. 1 8 46 .. ( 2 3 4 5 6 7 a 9 10 II 12 13 14 15 16 17 18 !9 ,- 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 e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION 5 GROUP CALCULATION NO. OPTIONAL TASK CODE # 1550 . 08 H c/rc.> ) t- 4'~·1 I 018 / /.fu.tn...sro~ li'v..,.,., G;..< 50!<. > ...... o -476,7 ()(, .... ~ PEr~/\ I L u :B-:.ncf-11. Sf~'- PAGE_1_ \' .. 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2 I 22 23 24 26 27 28 29 30 31 32 34 35 36 38 39 40 41 42 43 44 45 46 4 5010 86 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 1 s-.rod. u 8 DIVISION u GROUP rl y c1"' C) CALCULATION NO. OPTIONAL TASK CODE ci!EB .,..,.,. " ._ . cr 22 "' = ,) UJf> f..,..., rJ' t..-' ,P -0/'1' . -7 7~ cr; • I ' 718 '::: {Of" ;,;Jot ~ .,./ = 1. fj' '1 I I( 7 & 8, --z ~-i/3 '7~ 7 "'"8 &,_ -I r~ = (.Jf 3 7/ ). J.. '1 't _{I .. &--1-1( 7 8 '::!" - 9z,. : 11' 7:} 2 ° 7 ':.8 J, 0 :: ;, I = hlo .. h:J -:: h'f ::- " hf = ), ~ -:: j, 7 = A t :: /., q " J., I 0: A 1/:: h I j ':- ), J:!, = I 7 s r 9. oo + 1 . :t , J... =-I' / 1'1.012.. = /,Jt77 I 'f. 6 I L P'f I /7/ • . 8'17' , -J. "' I". :: -B. 7" 8 4 71<!•7 I I '1. 0 I 1 ). .;(. 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" pi Vl z2 p2 Apparent Ef!Htive UPliFT I ao seol -----uan p ~ lin) !f!J iftl (ftHIJ (fpsl 29 62.4 2g 62.4 (psil !pstl (pmdsl ..... --------·-----------. -------------------________________________________ ..,.,..,. ___________ --------------.......................... ___________ _ upstrua 0.0 1.0 2 .o 3.0 4 .o 5.0 6.0 7.0 !.0 9.0 :o.o I !.0 !2.0 13.0 10.000 1.168 0.!48 0.73! 0.646 0.563 o.m O.;i9b 0.313 o. ::29 0.146 o.m 0.042 0.021 0,000 to.aoo !.b68 I.H8 1.231 !. !46 !.063 o.m 0.896 o.m 0.729 0.646 o.m 0.542 •1.521 0.500 !25.00 20.85 16.85 15.38 14.32 13.2! 12.24 11.20 10.16 9.12 3.07 7.19 6.77 6.~ I 6.25 o. 909 5.m 6.747 uas 7. 935 8.557 9.285 10.150 11.190 12.468 14.079 15.8!2 16.784 17.458 !U84 N/A 0.013 0.402 o. 707 o.m 0. 979 1.138 1.340 1.601 1.946 2.416 3.080 J.BS.I 4.378 4.736 Oiversm hnn~l -Bul[head 6alfs-Hrdriulic Form 1: 23.07 5.0.= Ontanc~ ~i st~iln Flaw frat rrOI ;,!19~! 10(! Slil (Hd iftl ;ftJ 0. !0 fl~w Ar~a i l!fltJ Y2 ... •• M/A :o.ooo 1.663 I.H8 1.231 1.146 1.063 0.979 0.896 O.StJ 0.729 o.m o.m o.m 0.521 :I m 0.000 7.583 7.958 7.934 7.589 7.812 7.694 7.516 7.254 6.868 6.287 5.552 5.093 4. 756 62.4 0.013 0.462 0. 707 0.848 o.m 1.138 1.340 1.601 1. 946 2. 416 3.080 3.886 4.378 4. 736 5.139 V2 10.000 1.668 1.34! 1.231 t.t46 1.063 o.m 0.896 o.m o.m 0.646 o.m 0.542 0.521 MOO :2 0.000 7.583 7.958 7. 934 7.889 7.812 7.694 7.516 7.254 b.868 6.287 5.552 5.093 4.756 4.374 62.\ 3.432 3.443 3.428 3.402 3. 360 3.295 3.200 3.060 2.850 2.565 2.307 2.134 1.973 UJ4 4.645 4.628 1.593 4.536 U49 4.320 4.131 3.845 3.463 3.::4 2.881 Z.bll 695 .o 697.3 694.2 658.9 680.3 6.17 .3 648.1 6!9.6 577.1 )19.4 467.1 m.: 400.6 7787.: ~Ppar~nt Effect m U?LlF7 aean p ; ipsil ~ml :rou~dsl ;;;:~; ;;---io:~oo ---io~ooo---:2s~oo ____ o:i as ___ ·Ni i ------HI A------iiiA ··----o: ooi---io: ooo·---o:ooo---------------------------- !.1~8 !.268 15.85 1.456 i,OO! 10.000 1).000 O.OJJ 1.268 5.700 LO o.m o.Ha 11.55 t.9(8 J.OJJ !.268 3.loo M59 o.948 !.994 u l.73! UJ! :o.Ja 2.m ;.m :J.m a.m o.m o.e3t i.093 u ).646 J.:ic 0.3~ 2.m \077 ·).331 U93 '.·.o~s o.74o 9.160 4.C 0.5~3 .. 6.:3 ua 2.7a6 :).u9: ').746 °.!60 1.:~1 0.663 U!7 s.o J.m un 7.24 J.!56 1!.:~1 'l.66J ~.2!7 o.158 o.m 9.264 J.m J.m 3.955 ). 96~ 1.004 5.175 5.:90 5. 339 ~I .J15 776.3 193.b 206.3 6.(1 O,j9t .).496 6.:0 3.722 ~.t~B ·J.:.]9 ?.~64 1}.2!5 0.416 9.~5~ LC~O :.~:; d~~.) i'.~ ~:~.Jt3 J.4!3 5.~5 4.4?~ ·~.~!5 ·\496 9.:59 ~1 .31! J.JU 9.:"'; 4~~:22 S.~J~ ~P.t 3.~ 0.:29 ·J.J~~ 4.!~ 5.60·~ ·J.J:! ·:;,qJ 9.:77 0.4!8 'J.329 ~.:aJ ~ ... ~co '· ~·~o 309.0 u :J.:<& ,1,:!6 J.J7 7.5G9 v.m ;.J:9 9.m o.a;b c.:46 u;q J.m s.:3: :(1.11 12.0 13.0 Q. 0?~ 0.1J4~ 0.021 0.00() r). 175 0.12! 0.100 2.!~ !0.546 1.77 !3.025 1.51 15.2/a 1.25 15.456 t;.e:t 1.728 2.036 J.b27 .!.~46 v. :75 v.m U21 6.252 i '""I ... l ~\1 z .~3! J.b21 5.293 0. t 75 (i. t •: 0. !21 0.100 3.1)97 "'',.,., f ·"'~ .. b. 252 4.007 2. 9~0 2.353 Ub~ U3! 3.176 i?~. ~ ;~~ .! '"''). 01 ... 59! .• m.s 9703.5 ) ) ) 2 3 4 5 7 8 9 10 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 46 CALCULATION SHEET 45010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. f¥ Isson nq DIVISION ft GROUP !-/ '/ cl 0 Oimsion Tunnel -Bullhead 6at1s-Hydraulic Forc1s Q: 327.7~ 6.0.= Oistam D1stance !ru fro• face spa! lin} iftl flow height lftl !.50 Flow Area I ft +ft l V2 VI ifpsl CALCULATION NO. OPTIONAL TASK CODE -~I~.-'.' Effective ms;ure = !.35 +Apparent tm ymsure :! pi Apparent Ef!eo:tivt UPLiFT 1ean ~ ? 62.4 62.4 !psiJ !;:1: !1cundsJ PAGE / J -------------------... ---------------------------------·--...................................................................................................................................................................................................... ... upstrm 10.000 10.000 125.00 2.622 H/A .~/A N/A 0.107 10.000 0.000 0.0 1.16~ 2.665 33.35 9.830 0.107 10.000 0.000 1.502 2.665 5.938 1.0 0.54~ 2.345 29.35 11.170 1.502 2.66~ 5.935 1.939 2.345 S.d20 2.545 3.439 515.9 2.0 0.731 2.231 27.a5 11.755 1.939 2.345 5.520 2.147 2.231 5.729 2.502 3.375 506.7 3.0 0.646 2.146 26.~2 12.220 2.147 2.231 5.729 2.321 2.146 5.640 2.463 3.325 49U 4.0 0.563 2.063 25.74 12.714 2.321 2.146 5.640 2.512 2.063 5.532 2.421 3.268 490.2 5.0 0.479 1.979 24.74 13.249 2.512 2.063 5.532 2.728 1.979 5.400 2.369 3.195 479.6 6.o o.396 t.m 23.70 t3.m 2.m t.m s.4oo 2.973 1.596 5.238 2.305 3.1!1 466.7 7.0 0.313 1.813 22.66 14.463 2.973 1.396 5.238 3.253 1.513 5.041 2.227 3.007 451.0 8.0 0.229 1.729 21.62 15.164 3.253 !.SIJ 5.041 3.574 1.729 4.504 2.133 2.850 432.0 9.0 0.146 1.646 20.57 15.933 3.574 1.729 4.804 3.945 1.646 4.516 2.019 2.726 408.9 10.0 0.075 1.575 !9.69 16.649 3.945 1.646 4.516 4.308 !.Si'~ 4.224 !.594 2.556 383.5 tt.o o.o42 1.542 19.27 t7.009 uo8 !.575 4.224 4.496 u:z 4.069 1.797 2.m 363.9 12.0 0.02! !.521 19.01 17.243 4.496 1.542 4.069 4.620 :.5~1 3.966 1.741 2.350 3~2.5 13.0 0.000 1.500 13.75 17.482 4.620 1.52: 3.966 4.749 !.5(10 J.C57 1.695 2.285 343.2 OlVrrsion iur.n!! -Bulkhead Gat!s-HYdrauiic ForC!s ~= 222.95 ;.J,: ~1stano D1star.ce 1r01 fru foCI sea I ltnl (It! Flow h!! g~.t ift I ! .00 'II ( ft tit) 29 z! ;1 :2 Apparent Effect nP JPLir ... 3oeQO ' ~ 62.4 i PH) i ;. 5 i; \ ~cun~j; 1 ~ ;~ i~;~;---i o ~ ooo ---~o~0oo ___ i25 ~ oo----i ~ 7 a4 ----~ iA------N i A------.~i A------j~ o 4 9---10 ~ oo o----o ~ ooo---------------------------- o.o :.168 2.1oa 21.10 3.::s o.m :o.oco uoo t.osz :.:65 J.53C 1.0 o.m 1.548 23.tv 9.65~ 1.0s2 2.16a u3o 1. m 1.3'8 6.754 2.0 0.731 1.731 21.63 !0.306 1.448 1.548 o. 754 US! !.731 o.668 3.o o.646 !.646 20.57 :o.m ust 1.73! 6.66o u:s :.546 6.575 4.o o.s63 1.56J :9.53 1:.11s :.m :.g6 6.m 2.o:s !.563 uo2 s.~J o.479 t.479 ta.49 ~2.058 z.o2s t.5b3 o.4b2 2.:s1 t.479 6.31! 6. (1 7.0 9. 0 10.0 11.0 12.0 13.0 0. 396 'L3tJ i). 229 ). ! ~6 J. 075 0.042 0. 02! 0.000 !.396 t. J: 3 t.:·:9 :. ~ 46 :. 07~ !.042 : .021 1.000 I 1 J~ ..... J j' ,, J. ·~'" ft ... ., • .;. Jr 14.32 IJ, 44 Li.J2 12.76 12.50 ::. 77e !J.S5~ !U:t1 IS. 566 !o.~'l::: 17.122 17.473 17.336 2. 538 2.87[! 3. 766 4.278 l. ~56 4. 744 ! . ~79 ! .30~ ~ . J 1: f '\·,., ....... , t.: 46 !..J?S t .C142 !.021 '"'tl J,j., 6.116 5. :;a 4.696 L!52 U54 3. 76o U75 4.556 4. 714 4. 944 : .396 ! ' J ~] :. ~:·Q ! . ! 46 ! . 0 7~ ! 0 ·)!2 1. o:·t :. 000 6.::6 s. 56 7 ~. J;6 us: ~.:54 4.!% .HJ .!70 . 52~ . 767 3. 973 J. 926 J.m 3. 5:4 3. 7J6 J. 6JS J.: ,j:. 3. 339 2.6 76 2.555 2. 454 596.0 588.9 c•c"' ... q.J, .. ~ ~ c; : l'l!.l 383.3 }68.: 6523.5 ·~ ! 2 5 6 7 a 9 10 II 12 13 14 15 16 17 18 19 20 CALCULATION SHEET 4 5010.65 CALCULATION IDENT!FICATION NUMBER J. 0. OR W.O. NO. DIVISION ti GROUP .c;/c/v CALCULATION NO. OPTIONAL TASK CODE # 15500 08 {)/ 8 Divmitr. iunnti -BuiH~ad 6aiB -Hrdraullc Forc~s 2.50 Efi!ctm Pr~s;urr ~ !.35 f Apparent uan H!ssure Distance Dll:ooo froa :ru •ace ml !inl !It! Y! : t '! :!I) litfftl I hsi 2g 62.4 Amrent EifHtm ~f'LlFT uan p ; \~sd fPiiJ i~oun~5; _____ . __ .. ____ ,.. _____ .,. ___ ,.. __________ .., __ ,.._,. ____________ ..,. _________ .. _______ .. _______ .. ____ ..,_,....,. ____ .., _____ .. _,.._.,._,. _____ ,.. ______ ... ___ ,.._ .. __ ... upstrm 10.000 :0.000 125.00 l.:al N/A ~/A ~lA 0.272 !0.000 0.000 o.o t.toA J.66a 45.5: 11.4!7 o.m to.ooo o.ooa 2.020 l.boa 4.519 1.0 o.a~a 3.34! 4US t2.509 2.02o 3.664 U79 z.m 1.m 4.493 1.966 2.65~ m.o 2.0 0.73! 3.231 40.38 !2.961 1.432 3.348 4.493 2.0!1 3.231 4.4J! !.934 £.610 391.5 1.0 o.646 3.146 J9.J2 u.JII z. bl! 1.211 ~.m 2.75• 3.m 4.373 !.907 2.s1s 336.J 4.0 0.563 3.063 35.2! 13.673 2. 75~ 3. !46 4.J7J 2. 905 3.063 4.304 !.8!0 2.535 330.7 _.) 2 I s.o o.m z.m 37.24 !4.056 2.1os 3.063 4.304 3.070 2.m tm !.544 2.m J7U b.O 0.396 2.596 36.20 !4.460 3.070 2.919 4.223 3.250 2.896 4.127 1.80~ 2.H2 366.3 7 .o o.m 2.m 35. tb 1U89 uso z.a% uz1 3.m 2.m 4.015 t. 764 2.381 m .2 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 a.o o.m 2.m H.:z :5.343 J.m 2.m tot5 3.b5o 2.12'1 3.885 Ut2 2.Jl! J~6.6 9.o o.t{6 2.M6 JJ.o7 ts.m 3.058 2.m 3.m 3.393 2.646 J.m 1.651 2.22a m.J to.o o.m z.s7~ 32.:9 !6.262 3.593 2.6~6 J.m u:o 2.575 J.m !.586 z.t42 m.: 11.0 o.o42 2.542 31.77 ~~.m 1.::o 2.575 3.saa u1a 2.m 3.513 t.m 2.011 3!:.5 12.0 o.o21 2.521 Jl.St 16.612 u:a 2.st2 J.:u 4.285 :.szt J.463 :.su ~.l'40 m.: !3.0 J.VOO 2.500 31.25 !6.750 4.288 2.52! 3.463 4,36<1 2.500 3.412 L490 2.0!1 30!.i Dtstanl~ 'u:ar:(e froa fr ~~ i l•:E !inJ F: ow ~dnht ''I r,, 4575.6 ;I l2.' 62.4 ~-.......... _ .. __ .... -· --.. -.......................... -............................ _____ ..... _ .. ___ --·-....... __ .... ------------·-------------------....... ---------...... -....... -...... _____ ,.,_ :JPstma l~.:JNi t0.~')0 !2S.O•J 3.42t N!A NIA M/A ·J.m lUOQ 0.!)00 J.,.. :.!6d J.t6s J9.oc to.Bo~ ·L!~: !·?.oo~ o.coo !.a1e J.!6e 5.!?9 u U48 i.Ha J5.oo :2.<124 :.S!o 3.:6a 5.!79 ~.:47 :.a4a 5.m 2.229 U09 ~5!.3 z.D U3t 2.7Jt 3UJ 12.m :.m U4a s.li~e :.'43 :.n~ 5.ooe ~.w 2.m ~tJ.~ J.J 0.6~6 ?.046 J3.07 ~~.?~! 2.HJ 2.73! U08 ~.~·~3 ~.~'6 UJ4 ~.m 2.%8 436.: tl) ·).:·63 :·.~6J 32.03 ~3.3~2 2.003 2.640 4.934 :.~1: 2.563 '.l4S 2.~!Q :.5.)0 ~:9.1: 5.) U79 :.m J.u• ~3.5!! ?.774 z.m U!S :.?6: ~.~7~ i.m ~.i} J.39b :.396 ~9.9:. !4.:91 ~.~04 2.'?-; !.~~:; J.U4 2.39~ ~.C!~ : •• ; (1.3!2 ~'.3!3 2!.9: ~4.3'!C j,:74 :.3'16 4.~1~ J.~o; 2.Jt2 4.463 :.:20 2. !46 1,:J " . doV 12,1) !J.O i). ~ ~6 ;~:. (i 75 0.042 C•~02~ 0.1100 .. v~: '\ ,,,.., ... ;}'tl :.o2: 2.000 26.32 :s. 95~ :·;.?4 !o.SO: 25.5~ !b.i?~ ~5*Z6 16. ?43 25.00 ! 7.120 J. ~Oi' 3.~66 3' 9~ 7 f .... .,. ... ,l. .. q, U7(' 4.461 2 .07~ i.14~ 2~02! £.:a? ~. (,3(1 !.at6 3.17C 3. ];)~ 3.157 ~. ~J~ • 1'c\ .... ' .. ~ ,461 U55 ? .146 :. 075 2.tJ4: 2.GZ! 2.000 l.oao 3.S7e 3.170 J. /00 3.627 ~ .J70 .. ~:t : .'166 :. 7Z4 ! .65 7 :.6:6 ! .588 2. 73: 2 .o54 ,.. .. .,"!' ... ~.:1 2.236 i. t85 2.!43 47J.: 135.1 .. "\'., .. Jd,; m.s 4~ S07J.! 46 ~ PAGE ) '-/ ) ) 2 4 5 6 7 a 9 10 I I 12 13 14 15 16 17 11'1 19 20 21 22 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 SHEET ... 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP )-/ydr o CALCULATION NO. u/& OPTIONAL TASK CODE 155on nq Omrsm Tunr.tl-Bullbeod 6at~s Hydraulic Forces ~= 757.53 U.= 4.00 Gi:tann ~ist;r,ce Flo• Fhw VZ frGl fra ~u9hl Area VI .. ~2 Avpam! Ef!ectm UPliFT foCI seal aean p :1ni ifll !ill iftfftl lfpsl 62.4 (psil iPl!i lmndsJ ·iPiir!~~---i o~ooo ___ io~ooo·-·m:oa··--6 :jor·· -ijiA ______ iiA ______ Ni r·----3: m ---io :ooo ---·o:ooo·---------------.. ---------- o.o 1.!68 5.168 04.00 12.196 C.617 10.000 0.000 Z.J12 5.:6a 3.1JS LO 0.348 tm bO.bO 13.002 2.312 5.:58 J.!Ja ~.627 4.548 3.!42 !.Jo! Ld37 ~75.5 2.0 0.73! U31 59.1J IJ.J23 ~.627 4,3(5 :.1'2 i.ISS ~.73! 3.128 l.35S !..334 275.1 J.O 0.646 •• Mo 58.07 13.566 2.758 UJI 3.125 Z.BbO 4.646 3.111 1.352 1.025 273.7 4.0 0.563 4.563 57.03 13.814 2.860 4.646 3.111 2.966 4.563 3.059 LJ43 l.O!J 272.0 5.0 0.479 4.479 55.99 14.071 2.966 •. 563 3.089 3.077 4.479 3.061 1.332 :.799 269.8 6.0 0.396 4.396 54.95 14.334 3.077 4.471 3.061 3.195 4.396 3.02b !.Jl9 1.780 267.! 7.0 O.J!J 4.3!3 53.91 lUIS 3.!95 U96 3.026 3.319 U!J 2.185 1.302 1.755 263.7 s.o o.Z29 4.229 sz.a7 14.903 J.m 4.313 2.955 J.45t ~.m 2.9:!6 1.2a1 :.m m.s u o.t46 4.146 5!.!2 15.202 J.m 4.2::9 2.936 J.m uta 2.m :.~bo :.lot zss.2 to.u ·!.m u75 SM4 ts.m J.m 4.:46 2.m 3.718 U75 ~.az~ LZJ6 :.66a 25~.: t:.O 0.047 4.042 50.52 15.S94 3.718 4.075 :.324 3.779 4.0~2 2.196 :.2:3 1.64' 246.6 tu J.o::: u21 so.1o ts.m J.m :.042 2.m 3.m u21 :. '75 :.~o~ uJo ~4~.: !3.0 :).000 4.000 50.00 15.15? 3.8!8 4.021 2.7?8 3.358 4.~00 2.;59 !.~CO 1.619 242.9 VI ::t: !fill!! ihsl .. " ' . J ... 't .. .,. -·-......... --·---------___ ..,_,..-·--.. __ .. ,. _____ ------.. _.., .... ·---------------------....... --------_,.._ ..... ----------------.......... ----------------- J~Strm :).}.'J :O.OOG 12UO 4.912 N/A N!A ~/A •\375 10.00) ~.JJJ :f,,; :.:~5 4.!05 5Z.:f' lL785 ·~.1lS 1J.CtXi ·).000 2.:5t 4.!6S t.at'; :.o J.!:a l.84B ~B.1J 12.m 2.:53 :.:bs U49 :.m J.m 3.795 :.743 :.::J Js:.1 ..... ~.:::~ J.Jj! 46.63 :J_tos 2.532 J.54! 3.99~ 2.c9J 3.73! .:.-ts~ !~~:~ ~.::; 3~t.t J.o :.:;6 J.Ha 45.57 !3.472 2.693 J.n~ J.95t) 2.320 J.64o J.1r,3 :.:i3 :.:11 m.: Ct) ·.:51 3.5.~2 44.53 !3.787 2~820 3.t46 1.~o.~ ~.0 54 3.S6J 3 . .55! !.Ct} :.~?i ~4:\3 ~.,; >Xi J.m lJ.I~ ~1.117 2.954 J.563 ~.m 3.097 JY~ j,;~t :.c:.Q i.2!:> :m:1 t.(t :.396 3.~96 <2.~~ !4.~o4 J.o9: ;.479 J.~9e J.:st J.J~t J.?:: ~-~2~ :.::J! ~J~:.~ '·'-1 \~!3 3.31J 4:.41 14.327 3.:51 ~.J~6 3.7~~ 3.~~~ }.}~J ].).!c. :.:.-;~ 21~.: :1.0 tJ.O · .. : !6 .. , . ·:· ~ ;,:}75 J.m 3.1)21 ].000 JU: :s .. m 38.02 16.:47 Ji.lb !6.~59 J7.50 16.372 3.41' 3.59~ 3. i88 3.965 us~ 4.!04 J.JIJ J.::Q ). :¢6 3.075 U4~ 3.02! J.646 . ~~·· J ••• u 3.~4! J.JJS 3.Z81 3.246 3. 5i5 :i. iSS J.%: us: 4. !C,S i.l65 J.:::< 3.11o 1.1)75 J.04Z J.O~l 3.000 ~. 4~1 J.:J~ 3.~8! :L~~b 3.~09 :. :~ 1 ~ • 5 ! : u:;3 ! .4i4 : . .m ~. ~ (15 :. -:~~: f "'"'""I J. ... ~ .. ~. 909 uas 315. .-.e:· "'''' 2!3.1 4156.: PAGE I) ) ) 2 3 4 5 7 8 10 I I 12 13 14 15 16 17 18 19 20 2 I 22 23 24 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 46 CALCULATION SHEET 45010 65 CALCULATION IDENTIFICATION NUMBER J. 0. 0 R W.O. NO. DIVISION f, GROUP r /,1 c/o CALCULATION NO. OPTIONAL TASK CODE # 15500 nq OI'B j, 00 Effective pressurt = !.35 t MParent •~an prmure Otstaoct Distance 'iow Flow 'i2 frn irca i't19h! Ar!a .. :2 ;2 ~mmt Efhclm iJPllFT face ~tal -----uan ; ; li.11 fit) 'it ftlft.' !fpl) 52.~ (;sil (ml !pmdsl ~;s!;:;;i·--:o:ooo·-·:o:joo··-i2s:3o···-d:6oo-·--~iA ______ i7A------~iA ______ iT4e··-!o:ooo···-;:ooo··-------------------------- o.o Lt6B 7.!63 ~uo 1:.998 1.ua 10.ooo o.ooo 2.m r.:6a t.744 1.0 0.548 ~.548 55.~0 12.558 1.237 7.168 !.H4 2.451 6.343 \.850 2.a o.m o.m !4.!3 :2.m 2.m 6.548 uso 2.537 u:n uat 3.0 0.64b 6.646 !3.07 12.940 2.S37 6.731 1.881 2.602 6.646 !.900 to o.m 6.SoJ ~2.03 !3.!04 :.oo2 &.646 1.900 2.669 6.563 :.m 1.0 o.m o.m ~0.99 !3.m 2.669 6.563 t.m 2.m o.m t.m 6.0 0.396 b.396 79.95 !3.446 2.738 6.479 1.932 2.809 U96 1.90 1.0 o.m 6.313 78.91 t3.o2J 2.809 6.396 t.m z.aa4 6.3:3 !.952 a.o o.229 uzq 77.87 13.305 ~.as• 6.m 1.952 2.962 6.229 1.957 9.0 0.146 b.!4b 76.32 \3.993 2.962 6.229 1.957 3.043 ,,146 !.960 !0.0 0.075 6.075 75.94 !U56 3.0;3 6.!46 1.960 3.:14 6.07~ !.959 1!.0 0.042 U42 75.52 14.~14 3.!14 6.075 1.959 3.143 6.042 L9:8 12.0 C.021 6.02! 75.26 t~.:S3 3.!48 6.042 1.955 3.170 6.02! !.1~7 13.0 0.000 6.000 7S.OC !U3J 3.170 0.021 1.957 3.192 6.000 !.9S6 t= WJ.l3 o.G.: O!staroce Distaw ~iJ• iru fra t.~:;ht VI iaa m: Utl :1 62.4 2 n ,., b2. 4 Q./79 0.803 0.819 ).827 o.m o.m 0.844 0.047 0.819 c.m O.H9 0.848 0.848 1.051 !.091 1.106 1. !17 1.126 :.m 1.139 !.HJ I. 1 ~6 :.146 t ~ 146 :. :;s 1.:45 157.7 163.7 !65. 9 167.5 168.9 m.o 170.9 17!.5 j 7!. 9 ti2.V 17!. 9 !7!.8 --.. ---..... ----..... --____ .. -----_..,. .. __ ,.. --......... ----........... ---......... ------........................... ·--.. ----........... ----.. -...... ----------......... ----------------..... _.,. uPstma :o.o:Jo :0.000 !25.·!:J 7.523 Nl~ SiA MIA J.m D.ooo .J.ooo ~j/: L~:a b.fbO 77.10 ~2.:9E 0.579 ~~.1/)0 G.OOG 2.312 6.!68 2J99 :.o U48 :.m 73.!') ~~.566 2.m ;.:sa :.m :.m i.m ~.m !.m !.421 m.t 5.0 6.0 7.0 3.0 9.0 !C .0 t1.!J !3.0 _, .... , lJ,! .)J. :~.b46 o.:-63 \396 o.m = .~zq 0. !16 0.07~ o.m 0. :J:1 0.000 :.563 : t"'"' ~ 1,. f 1 ; .J96 t "'"" -' ...... ~ ~. j ~6 ~ .07~ ),(i42 5.0:1 5 .oco 7L63 i'.i' 5. 6~. ~3 ~3. :~ 65. }7 64.32 63. ;' bUZ '~ , ' !>.::..1 e :3. ~:s j; ... ~. ~.... .J i !US7 !4.621 g,~:-s H. qz2 ~t ~~s 15.047 2. 572 2.675 :. ; G(' ~ .3(3 25}) ... '"''f J o ~f .. 1 3. i !7 }.2:7 3.32: 3.4:5 ~. ~6! J.m : .3~5 t' """' -.:Jl ~ .. i4b ~ .:63 :' '79 ) •• r-:.: ~-.3: 3 5.1~9 s.m 5.('42 5.021 z.m :. (70 2.474 t474 ~ . "'" .. ,.,/'} ) f'., ...... o .. 2. 450 2.m :.411 :.3aQ 2.J77 2.369 2.m 2. 7J(I 2.m 2.m ].G21 .. t t; ] • i. J .. ")jj"f j, .. .: J.322 i q~ .lo.,l,J J. 46! 3.489 J. 51'1 :. 731 5.64.c , , .. ,. ...... " 5 .Jt~ ~ .14t 5. •)7~ 5. -!': 5.00(• :. 4 70 1.47~ :. :; 4 2. 47(! ~. 462 2. ;5~ ~.Ht ~ • .)5! 2.~i7 ~ .3b9 2.360 t. c:,~.s : . ·j: ~ I .,.,.. .. '"' ~. (1~9 l. ·.': 4 ~. ~l~e ! .JSO :.040 ! ,0~2 :..m I.Oi5 i ,J., . ·"'.;. ~. Ht ,. _,"r'il ! . ~~6 ... ~. . ....... ::: : ,!(i4 : .JQ( : .3ao 1.3!3 "'fir.') i.d.;ok :! '. ·= :!O.~ M.! 208.~ 207.5 ~774.2 PAGE _1_£_ ! 1 i ' ) 2 4 7 B 9 10 I I 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 :H 38 39 40 ) 41 ) 42 43 44 45 46 CALCULATION SHEET ... 5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION tt GROUP w 15500.()Q t·f;)"'c' Q= 1218.10 G.O.= 5.00 &1stane~ Distaw l~u frat l.!o seal (Jnl if!) mtreu 0.0 1.0 2.0 3.0 to 5.0 b.O 7.0 8.0 9.0 10.>) 11.0 .... ·" .. .c..v !J.O 10.000 1.168 0.848 G. 731 0.646 0.563 o.m O.J96 Q.JIJ o.m 0.146 o.m 0.042 •).021 0.000 ~1 av nei9M i ft) Flaw Area V2 !0.000 !25.00 9.745 U68 I!UO !~.629 8.!48 1!0.60 !1.014 &.731 109.13 l1.l62 8.646 108.G7 lt.271 8.563 107 .OJ 1!.381 a.m 105.99 u.m a.m 1ou5 :uo1 S.JIJ 103.91 !1.72J 4.229 102.87 1 !.842 8.146 IOU2 !1.963 !. 075 I 00.94 ! 2.1J68 5.042 100.52 U.!IS 8.021 100.26 ~Z.H9 3.000 100.00 12.181 1= !167.01 S.O.:: O!l!anci D: 1!ar.c! fra1 !roa lac! iel.: I 1 nl 'ill ~i ow h!i9bl ~ " ~ I :r-.. V2 if! If t) VI m Lm 1. 756 !.885 1. 936 L9H 1.013 2.053 2.094 2.136 2.179 2.224 2.263 2.252 2.294 2; '1 ~fA :o.ooo 9.168 !.548 a. m &.i:4b U6J a.m 8.396 8.313 5.229 B.: 46 ~ ·'"C. "'. •Jt .J 8.042 5.021 :! CALCULATION NO. OPTIONAL TASK CODE pi HfA 0.000 0.551 0.742 o.3oa o.m 0.899 il.943 0.985 1.C26 1.066 !. !05 L!J6 !.151 !.160 :) I .l EffHtm ms1ure : 1.35 t A~1amt uan msme ~.m 1.756 1.835 1.936 1.974 2.013 2.053 2.094 2.:36 2.179 2.224 2.203 2.282 2.?94 2.306 ,., .. 10.000 9.168 8.m 8. 731 tb46 8.563 8.m 8.396 3.313 8.229 a. tto a.o7s 8.042 8.021 8.000 :2 62.4 0.000 o.m 0. 742 0.808 0.!55 0.899 0. 94J 0. 985 !.026 !.Coo !.lOS :.:JO 1.151 :.160 !.!69 62.4 A~v<re:.t Efiedm 'iFL!F; uao ' p iPili :m) l1~undsl 0.280 O.J3b 0.360 O.J80 0.3'19 0.4!5 o.m :J.m ,), 486 0 .4q6 0. 5(i~ 0.505 0.378 o.m 0. 436 !).5~3 0.53? 'i.SH o.m UJ5 J.65b O.o69 0.676 0.63! ' 56.7 68.C 50.3 3U au 91.0 95. z 13..: !00. 4 !Ot .4 !02.: :~il: i;o:;;idsl ---------... -----------......... -.. ------------...... -....... ---------......... -..................... _ .......... -.... -....................... ----...... -------------------.... ---------- U>·sirm D.·!vO !0.000 !25.JO 9.336 m Nf~ ~lA !.353 10.000 ).000 v,v L!b8 S*!bS 102.~0 ~:.430 1.~~3 :O.DC10 0.000 2.030 S.to8 !.!5: :.~ o.a•a '.848 9!.Hi ::.m ~.oJo t:~s !.!55 .:.m :.m LJ06 :.m ~.m :oa.o :.~J :-.n! :*nt 96.63 !2.~Jn 2~!99 7.~~a L3,J6 2.~67 ?.?Jt ~.J56 0.~7': ·1.77~ ~~~.5 ·· ;, ').646 7,6(h 95.57 !Z.:H 2.20"i 1.73: !.35t 2.3~7 7 .. ~!.6 !.3'~1 :.5?5 ·JJ:JJ !:·J.: ~. .:·.~s3 ;,~63 ';4~53 1:~345 :J:; ... ~~~ :.J9! :.~65 7.563 ~.~23 ·.~(:? :).E2J '.:z.! 5.: .;.m 7.!7Q 9J.4Q :2.m Z.365 '.563 :.CJ 2.42: 7,477 1.453 0.;:1 ').3~! :2!.~ L:.; ·i,.j'1~ 7.396 qz.~:. ~2.6:3 :.~~! i.£79 1.~Sl 2.47b 7.396 L.1E! .:::Je \S~S :2:.7 J.O J. ]!J :) • 146 () .042 '" (•"'• ! d}i.. ~ 1).000 ; .ll] 7.:29 7 .1.;0 7.0i5 7 •. )(2 7 ,02~ 7 .vOO 59.3Z 88.44 3U2 87.76 !7.50 j •, 'I .. ... :~/ :3.065 t3. t 90 u.m !3.:98 !3.JJ7 ~~ ~JJ 2. ~·n 2 .b53 2. 7Gb 2. il~ 2. 748 7. J~ 3 ; . 229 ... : ~6 7 .J75 ~ 'J"' /,VH 7.021 t .451 :. 5(i~ L5]2 1.555 1.5 i~ 1.580 1.505 2.:33 z .)9: 2.b53 2. 71Jh 2. 7J2 2.748 Ub4 :. ~2~ i.! 4b 7.075 7. ~4: 7.0~1 1.000 • t; ... ~. •• :.!• 1.555 t Ci':'i j,_., .. 1.580 l.5B5 1.539 . '1 ~ .• :.,)"1,. '.:.659 l.S69 .).~75 \~.seJ ,1,686 v.oail -~ . ,. . ).t,' 1).£89 ~). 9:)3 ('. 9~5 :).12~ (.926 o.na t2!.: J ~,. I • ,;J. 't !JS.: !35.3 :3E.O !39. ~ :~77.2 PAGE i STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE J8 # 155Q11.f1t) /j y cl ,~__, OIB 2 4 s 7 8 II -7> 17 9 10 I I I 2 J,c .,. / f" rt c f t'ol., 13 14 15 16 17 18 19 2:0 2 I 22 23 24 25 26 27 28 29 30 3 I 33 34 35 36 38 39 40 41 42 43 44 _,.- I -'? ;/vic. 0. ,r-/ 5,. ... / ,,.tf./(t' = ) · ..., cl .; r 1 .. ( = J,-~1 I H / vfc C ,J / / ~7:1"'// z..t.-' 5) / 2.s-" - J -:t ~,._ _..-~' ... ..) / ::::. /7) X Jo. I '-(I u -y) ~ C ~. 'I 9t It/' /-I' ' r.~t9 .. /" t A I / ~ :.,J-.,._,;:;. ' .,t-/u r / 0 L_y .L. /0 --. /)* -r 1- ./ 45010 65 ( J.O. OR W.O. NO. # 15500.08 I z 3 4 s 6 1 8 9 10 I 12 13 14 15 16 17 18 19 I 20 2 I 22 {;e. ft:.- 23 24 25 ~ ~ .,-.~r .:::,.e._fj /;.....e_ ~ 26 I -"" ;.. 7 :}.-3.-(;....._ . J 21 28 29 30 ( ') ~ f -- 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ~ GROUP (~/ yd/o CALCULATION NO. OPTIONAL TASK CODE 0/8 (r ' r I,),.. = o. /(J ( J .,_ ~ t) ¥) /]. J / v J .1"£ 1-..r (' () I"<;., (} -::> )..,0 F .. ,...(~ :;: ;: c)Jd / , 2.0 -.:> 12.(( ';I.JJ"' / I (. (, -) ;LJ. 31 I /2 2 ';lou / ./0 hr /.,.~, .. , _) v F j:., ( ~ r r .. ~~ / ,7& F~, S'Q>'' .. ) J...-/1~(!:_. X PAGE jdf :=:. d. # -. flu~· - / 2 3 4 6 7 a 9 10 I I 12 13 14 15 16 17 18 19 20 2 I 22 23 24 26 27 28 29 30 3! 32 34 36 38 39 40 41 42 43 44 45 46 4501065 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION 5 GROUP tl '/ d ;',;) CALCULATION NO. OPTIONAL TASK CODE PAGE -;l 0 # 15500.08 0/8 I" w ~/ /") !4 J ./..r Lowering bulkhead gates Flow Depth= 10.00 Gate Gate Rigging Up 1 i H Seal Bearing Spring NET Opening Weight Friction Friction Friction LIFT ( . 15) ( . 10) (.1+.7) (feet) (pounds) (pounds) (pounds) (pounds) ( po~:~n ds) (pounds) (pounds) /~ .., .. ;;...-------------------------------------------------------------------------~ Gate is free 24 34000 0 0 0 0 0 34000 Bottom spr1ng contacts gate gu1de 14.0 34000 0 0 0 -1920/ 31691 ./ -388.8 Hiddle spr1ng contacts gate gu1de 10.0 34000 0 0 / -504.0 0 -3840 / 29656 Gate contacting the water / 8.0 34000 0 -1118 -569.4 -164.0 -3840 / 28309 7.0 34000 0 -1677 -608.0 -369.0 -3840 27506 6.0 34000 0 -2195 -650.4 -656.0 -3840 26659 5.0 34000 0 -2774 -696.8 -1025.0 -3840 25664 4.0 34000 0 -3396 -747.0 -1476.0 -3840 24541 3.0 34000 0 -4156 -801.2 -2009.0 -3840 23194 2.5 34000 0 -4576 -829.7/ -2306.3 -3840-22448 Upper spr1ng contacts gate guides 2.0 34000 0 -5073 -859.2 -2624.0 -5600 / 19844 1.5 34000 0 -5693 -889.7 -2962.3 -5600 18855 Top seal contacts gate gu1des 1.0 34000 0 -6524 -1115.6/ -3321.0 -5600' 17439 0.5 34000 0 -7787 -1148.0 -3700.3 -5600 15765 0. 1 34000 a -9704 -1174.5 -4018.4 -5600 13503 0.0 34000 :1 _.:~ 1 )(1 ~181.'! t1!00.0 -SoOC 1.l9()>.:J ----· ... 5010 65 ( I 2 3 4 5 6 7 8 9 0 I 2 3 4 5 6 17 18 19 I 20 \ 2 I 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 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION f; GROUP j-/ydro CALCULATION NO. OPTIONAL TASK CODE PAGE 2 0/8 /.r .Raising bulkhead gates Flow Depth= 10.00 Gate Gate Rigging Up 1 i f't Seal Bearing Spring NET Opening Weight Friction Friction Friction LIFT <.15) ( . 10) (.1+.7) ( feet) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) (pounds) ------------------------------------------------------------------------ o.o 34000 1000 -8120 1181.4 4100.0 5600 37761 0.1 34000 1000 -9704 1174.6 4018.4 5600 36089 0.5 34000 1000 -7787 1148.0 3700.3 5600 37661 1.0 34000 1000 -6524 1115.6 3321.0 5600 38513 Top seal leaves gate guides 1.5 34000 1000 -5693 889.7 2962.3 5600 38759 2.0 34000 1000 -5073 859.2 2624.0 5600 39010 Upper spring leaves gate guides 2.5 34000 1000 -4577/ 829.7 2306.3 3840 37399 3.0 34000 1000 -4156 801.2 2009.0 3840 37494 4.0 34000 1000 -3396 747.0 1476.0 3840 37667 5.0 34000 1000 -2774 696.8 1025.0 3840 37788 6.0 34000 1000 -2195 650.4 656.0 3840 37951 7.0 34000 1000 -1677 608.0 369.0 3840 38140 8.0 34000 1000 -1118 569.4 164.0 3840 38455. Gate leaves the water 10.0 34000 1000 0 504.0 0 3840 39344 . Hiddle spring leaves gate gutde 14.0 34000 1000 0 388.8 0 1920 37309 Bottom spring leaves gate gutdes -Gate lS free 24 34000 1000 0 0 0 0 35000 2 4 5 6 1 s 9 10 II 12 13 14 I 5 16 17 IS 19 20 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 36 37 38 39 40 41 42 43 44 45 46 ... 5010.65 J.O. OR W.O. NO. J:J 1t;C::(lf'l 11 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP Hvdro CALCULATION NO. OPTIONAL TASK CODE 0/9 CALCULATION SHEET l'tiii:Nitt!:ll/ 0 A Ttt D.w. ?oT-r~; IU&.Itt<:T I 1'1 T Ltt 6\J\..1< j k I I I ; i'"2r,' I I L, .. .,c ..... ,.. . @ ~ ~ I I -~ t -~ «) ... 0 l' ' . I ~~~ ~~ ,, ' "Yll I Ilk I ~< -· -I I C<j 1 _l_ I ~. lfUo.~ ... ~ F"""-4.. ~P~<..t~ <.>f" <c..._ "" <r1!n ~ QA <:ATtt!iOII't I <:00£ CI.AIS ts-s-oo-Fe-17/ D lJvr 22-'22.. ; 0, PAGE 2.2- ( 2 4 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 46 ... 5010.65 J.O. OR W.O. NO. # 15 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP /-/ dru CALCULATION NO. OPTIONAL TASK CODE 0/g; CALCULATION SHt.t.T ) 1 u. '·(#~. I __. - I * t"'") QA CATI:&OIIY I C:ODI C:LASS 1-i,.., D<1) Co6J~fl. f.!v,.f11'6!orJ kOI..Q 17tJ 8 ""' t=r:;NA ' PAGE )_J 2 6 1 B 9 10 II 12 13 14 15 16 17 IB 19 20 2 I 22 23 24 25 26 21 28 29 30 31 32 34 35 3G 37 38 39 40 4! 42 43 44 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .. 5010"65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP rl cll'v CALCULATION NO. OPTIONAL TASK CODE PAGE 2 'f # 155Q0.08 CALCULATION SHEET J_!.-2;2· JFAI!I>f'6 Bt«.W. Alt. 'Tftl. 3~ / /./ ~e,· ...... "R 7" I I I I t : 7.." ..... ~~· ~ ~.;..; t.A>htt"1'to,_. ot: ""-...,..., \£C001..,,....,.j) \:>e-rM!, C 'i/f:ft.."f7'-~ 0/8 OA ~;ATI!eORY I COOl: CI.ASS 'Jr.: <f. -( o'-..c" o.(. " ) r.~ -i" <~. C.>tiMI)"&o<r ... ;s.S.ME'~..wri <.oct~ ~;s· •IN ""'UD ~......,......,..,..-;~2~·-{' ·~!!;A'-, <.oAr. l A3V. ~TI.Tt.. --l~'x 3.._• C.tA~f> 9M, t.b.or: , A "?.C. 'lTOI.. ,. il.oo...o 4JI(~c• ,.,-.. tL.r L vh""..., , n f't~.. r., r-' ....... LuMIT"f !== 8t""MIJ'I'f» PAD 1 3" ..:>I Of! l !"2. ~ ~-'6.1 It:. U)J.~I....vk. TNI<.Jo<Alc:O. 1 J-'lnlf~l(./!.;.t'j ~~~~ f)ro = A 1 ~ "TI!"n ~Mo~ ~ ( 2 3 4 5 6 7 B 9 10 II 12 13 14 15 16 11 IB 19 / 20 2 I 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 J.O. OR W.O. NO. (J JC:-:;.~1"1 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP f-1,/ d /"<J CALCULATION NO. OPTIONAL TASK CODE 019 CALCULATION SHEET r I f ---+-i 7: __ / J I I I -~ QA GAnaOIIY I COO[ CLASS z'' PAGE 1..-s-- 2 4 5 6 7 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 38 39 40 41 42 43 44 46 45010.65 J.O. OR W.O. NO. , a;a;nn. 0 ... STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION u GROUP h/ Y (/( r(,) CALCULATION NO. 0/fi OPTIONAL TASK CODE CALCULATION SHEET ) J!..t." TYPi r a" T~Pvr 04 un:.OIIY I C:OOI: CLASS PAGE ;;.,&, ff .·., '·. ' ,,.•,i ,' :. . .. ' :/; ; : ~; ~<,; ~:· .'·\> :.,-'· 't; '' .:~· .:;,' /.~ . ·.·PowetA'uthciri. /Co~II.SOI~r I Wind 1 Qt!Otherm~tl Conseru.~tlon -·~ ''· ~';~ ";' ..--. ~ ' .. 5 ~ .. II 111!11 • .. • ~ • "" • ~r, ~tal ) iL) WI ~,, • >~ ~ ~ ~· ~ T' ~) ., • # 1550Q.OP ~- ~"'; Z'"U oo ~g ~- ~: <->.,. ""a: a::c( "::r; cru :r:., ..oc; .....,. au zO ~ c(- 1-'- g;;~.~.~ ue> l.l.la; 0:<( "-:r o::u :r~ IQO 1-' T I I I I ' I .-. r-"'AX. WATER SURFACE ELEV.{I166.6 FT.) 190 w w !:; r---~--~r---,_--~----4-----1----+-~~~----+-----~+-~~-----+----~----+---~ ....--· r--~------!-~ ·---. , _../' :----------- z 0 t:: ~ 18~ 1~ --- 1 I\ MAX. SP1' IHFLOW(I4,400CFS) I w ...J w .,eo 10-f-/\""' MAX. SPILLWAY DISCHARGE{I0,4QOCfS) !\ I J / \~"" 5 I ~---, /,..,. ~ ',, I /~ ~~----:;..-// "'-. '--. _.-/' . I ....___ -- --.· 'I I . • • -PRECIPITATJO!j (---t----=t:-=::.:::.·.:::1-/ I I ------ .~ .....-;.-111 II ·······l II .. i 1 2 3 .. ~ 6 8 9 10 II IZ 13 14 15 DURATION (DAYS) STANOARD PROJECT FLOOD 3!1-t- ( PIIOIIAIIU: W.X.!'l..OOO !llrLOW(31,300CP:! I I ! ,,_ ,_ I ! i I I ~ ; (\ SI'IU.WAT ()(SIGN OISa<AIIGE(2z.'TOOCf"S) I 20-J \ I :- \ I \ ~, ... I \ I \ \ I/ I \ \ I 1\ '. 10-,-I lilA X. WATEII SURI'ACE ELEV.UI90 .• fT. I ""' ' \ I \ I I I (, "'\ \ r--. ..:_\ I s-:-·'/= ---r~ 1-'---/ .~ ,--~---t----/ ts-v/ ' ~ ' r-...... ·----/ _.-/"' v f. r- Ill '- :-__ ·-----rt Jll ,.__ Pllt:ill'ffAT li --~ !""a;_;;"'J 2 3 4 5 ' 1 II • 10 II 1<2 I !I 14 ., DURATION (DAYS) PROBABLE MAXIMUM AND SPILLWAY DESIGN FLOODS I 195 -.... w 190 If I z 11.16 s ~ .J 180 w ::lE ::::> 1- (3 .... u "" .., 0 :f .... .... "" ... :!!:: z 0 ;:: <( > "" ..J "" 12 ~ 00 sPILLWAY CREST EL. 1160.0 ~ 00 "'INIIoiUM Of'(RATlNG AHD EXISTING UJ<.E EL 1080 0 50 00 / / !10 v /_ 100 Jv ~ .L__- Z50 200 150 ,., r;: /)I 9 ·-__ ~ ___ _::__ _ __::____::__ __ _ (/ PjsLE JIMUM rL I ~ ~ -~ •. --WA T"E R SU<f'ACE E L 1190 6 --t--~ l / Vi p v ~ I_ ,./" OA TA fliOM SURVEY FE B. r9eO / 1,...::::::::::: 7 J / v ! ~~~·-·~1 100 ~ J I I I I v J. / ! i 0 ~ 100 r.Jt. 200 Z50 :lOP 3~ '400 4~ ~ :;eo CAPACITY I IN 1000 A:RE FEET! 0 ~ 1000 j!J:.Q ZIX)Q • 2!100 ;)()()() ~ 4000 C!oOO 5000 5~ AREA (IN ACRES) AREA a CAPACITY CURVES --- c.t.AroaTY •ACRE-><:rn CJoi'IICTY l..w:R:-F£nl AI..Tl'TUX M£A enow L).Jo' A80'1tLAXf." ~ NII£A BELOIO' LAXE ABO\I'EL...a: (FHTl (.ICRES Slfli'AC( WAF ACE !FEETI I•CH:SI SUIAO.CE Slfli'ACf." 860 668 2E3,318 -1,060 1.-M.'l 31,22:3 1!80 IIZ9 l48,.33T --1,080jf I ,:168 .. 0 9()) ')-46 :oa.:rro .. 1,100 2,177 .. ~,:5., 920 jf91 211,168 -· 1,1 Z!l 2,1108 -lle,6T2 940 1,081 190,396 -1,00 ~ -1~1'0'1' 9160 t,ZrT 167,333 -t,t'7!1 3,7.., -264,!101l. 9110 1,290 1<11.,24jf .. 1,200 4,1045 -362 .. " 1,000 1,3All 115,&40 .. 1,2~ 4:>4-4 -41'0,113-4 I,OZ"O 1,3~ 88,-40!1 ;_ 1,250 41197 -~ 1,040 1,430 60,~ lJ WINM.~ Ol'£l'IATIHG I>H) [)(!STING LAIC£ Sll'lfliiCE 11011!:< ~~=-Allf: ON ) BRADLEY LAKE HYDROELECTRIC PROJECT ALASKA POWER AUTHORITY PROJECT DESIGN FLOODS AND RESERVOIR AREA-CAPACITY CURVES ..:AM SEA ~1. DATUIIil • :t' JECT OolTUIIol PUIS 4.0Z n, , IHfORMATJO!j 5I«<WN ON TliiS II;I.WIN8 ~ ., ct:VEI..Ill'£0 liT CORPS Ql' .~'::' I!:::I:NS:.::..-----:-.-. ..1..--------------------- ! ~ _,..,. ____ ,....... •• ....., ... "will..._..._. J.O./W.O./ CALCULATION NO. 15800. 0 3 ,t../ REVISION PAGE I a.-fol--...j &501061 PREPARER /DATE SUB.!ECT I TITLE QA CATEGORY I CODE CLASS Ca-lc. 1-/013 v-..51-::J Cor/ o/ E'J'/r....~~~.J ~ 'J A -Cr I k.c ~ 1-1 D (_ .f_ZQ --:_/ C.:> ,.._ 1-nJ (;,.,~J-<:" fj,;~r H: 1-1 D c.. 3?:>-z. ;..~ .3Z..::J -Z/3 V4 hJ L,{t-a-t-~J hrt:..-£~ J-lf...i.-..._(,c_ 4 Gr .. "''~· tJ-==12.-s-j::::l/58 (/--IDe. J~-Z/1) 0~111'1 c. 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Q 0 /D.OI /o.oo /0 .oo ;o.oo /0. D.;::) ;o.oo 10 , oo ;o. oo ;o.oo ;o. oo ;a. o,:) 10 .oO I 3. 7o ! ID1 7(:)0 &.4 )• 7 890 5. b 0 b9 c<:::> .tl ~~ s~Bo ~-2-:> 5Z4o .,3.70 '45b0 3.30; 4o70 z.7Q~ 333o ?·15' 3JZ.O J.)O. 3DD0 z.. 7S 339 D ,3.to; 3940 4·35'. 53 "0 /./\cit :_a..-:f 1:': 5 :S:.:>~ ~ r::.,: ~ OL,_- 1'1 :!!J k c.... t-~. -r"' t: ~.,.._&...,.-..... .oc{·~ c h•c .... d st......:.-·.::) i:A ;1'1~:.;~ J. b':J 35 i?J.::.> £, ~ 1..4{-J /, ?-t ~. :::._p < )h,5 t:::. :::.:1-...:2 .f::::> ac: ~ (c:...r. tL~ ;: I j ""-.),; I :..--4 ~r u:, ..:s .......o_cUi re--ll <J f-<....a_ ;..... ~ f'-N':..S ::f...,.. +c, J.::. --C.~> ()..:>~~ . l j .. z .. I 1.1 l ~ t ! t.:l I z i .. ~ y 0 .. ~ t.:l \ 100 tO , • tO .oliO z.o tO 0.7$. I 5 B 0 u . o 8 ;-( o I 8 C...k..-z 1 GATE LIP SHAPES tJ ~·~ ~ ~ i ~ " " ;o, Ill: " ~ 0£NJ$0N .o~~~•l.JP MAOOEN ~ANOPOl.IS CAM CAM CAM BASIC EQUATION Q • CC., IV2.ttH' c., .. c;..o.n; O~NING A&OVE INV!RT IN I"EET a " WI01'H or c;..o.TE O~NING IN FEET .... !N(RQ GRAQ. !I.EV.-(IN\I!RT EU:V + cc.,) c • OI$CHARGI: cotrl"tC:tENT 0.10 0.1~ 1.00 01$C:HAI'IGE COEtF!CIENT-C: l.£G£NO ~ ~OifT I'IANOAI.I. ...00!1. ~ 0 W!$ looiOO(L. T!STS C:W SOl 4 OOI'I!NA ,.._,.O"NPt; 0 !>«HISON "IIIOTOT'I'Pf; ~ ""'00!N l"flafOTYPt; '1 i<AHOPOI.IS l"fiiOTaTYPE 4ll 0 LIP CONTROL GATES DISCHARGE COEFFICIENTS ( \ 1 I \ 100 ~ ~I • ! Jt I ! I i • I ! I I I I ! 1~1 I I l i I I I I el I I NORF'ORK MODeL~~~ tr_,n F'ORT RANOALJ. PROTOTYPe I I H • .10~240 F'T : _ ! 1 H•9)·111FT I 90 I ! )' ' f~ ~~ ~ I : : I : I I I ! l I : I ! v I )4• • ~'~I • I I I l I I I i i ao I I I j I / ·~ I I I I I ' I ' i i I t if I ~~ II '1. ,... i I l I I I I I 10 I I I v if I l I I I I It • :.. I i 1 I I I ! PfNe F'LAT PROTOTYPe I 1-" H•IOO·IIOFT I ... z "" 60 v a: "" I ·~· 4 I I ! I : I I I I I I I\. I i I I ! ~ I ! I a. ! " .50 li z "" 1\ • 1\ j• I I ! I I : ,, ! ! I \1 \ I \i I I I I ! I i\ I i I I ! I a. 0- "' ... 40 <( " I I i i\ A~ \ i\ l"l\-: i I : i I I I j ! .i I I ! I I '--~I \' \1 i ~-~ i I I i • JO NORF'ORK MOO£L 8-~~ \I\ I _\j i H• 211-207 FT ! : . I l I I I h~'\,..~ ~~~ i I 1 I • • I ' I I 20 NORF'ORK PROTOTYPe 8-"L~~ I N ' I i ; H•/4.1·160 I"T I : l I ! I ; I ~~ I~' I I i i i •tt I 10 ! I I i I ' ~~~ I~ I l ( ] . 0 0.1 I ~ . o.z ====v I NORFORK TYPE 9 y•!I.OO ,~· t::-_--i / . -"-- 0.3 0.4 0.5 06 FORT RANDALL 'N ,.-•3.24 NvTt; T • AV(FIAGE THICKN£ S5 OF GATE •F'T W • WIOTH OF CONOUI T • F; 07 0.8 1-l I 10 PINE FLAT .';f-•415 DEF'lNITION SKETCH ~ l : ' g NORFORK TYPE F ····~··':f .. 'A • ·-" t-<O••••· ... , ........ ~~ .......... ~1·(·<:: .. ~·o:;•••.,•<o ...... ,, .... . VERTICAL LIFT GATES UPTHRUST ON GATE BOTTOM U. S. ARMY ENGINEER WATERWAYS EXPERIMENT STATION COMPUTATION SHEET JOB ____ ~C~W~8~0~4 ______ PROJECT ____ ~J~o~h~n~D~oe~D~am~-----SUBJECT ___ V~e~rt~ic~a~I~L~if~t~G~a~te~s---- COMPUTATION __________ ~H~y~d~ra~u~li~c~a~n~d~G~r~av~i~ty~F~~~c~e~s---------------------------------- COMPUTED BY _ _,.;M!l,!:B~B:.__DATE 4/10/61 CHECKED BY_..:::C~WD~_DATE_...::.4wa:..li!.0/'-"6w..1 __ GIVEN: Gate -Pine Flat type (HOC 320-2/1) Height (D) • 9.0 Width (8) • 5.0 Average thickness (T) • 1.2 ft Upstream gate clearance • 0.4 in. Downstream gate clearance • 1.5 in. Dry weight ('N) • 8 tons Gate opening (G 0 ) • 3.0 ft Discharge (Ql • t200 cfs DETERMINE: 1. Energy head above conduit invert (H) Gate opening (G 0 ) percent Go 3 - x 100 •-x 100 • 33.3 D 9 Gate coefficient (C) • 0.737 (HDC 320-1) Velocity of jet (V.) J Q 1200 --• • 108.5 ft/ sec CGOB 0.737 X 3 X 5 Velocity head of jet (V 2/2g) J v 2 2 _j • ( 108•51 • 182.8 ft 2g 64.4 Enerqy heod above conduit invett H • CG + v.2/2g • J • (0./37 X 3) + (182.8) • 185.0 ft 2. Unit upthrust (u 1} For Pine Flat from HOC 320-2/1 u! -· 0.51 for G • 33.:3 percent H o u 1 • 0.51 (185.0) • 94 . .t ft 3. Unit downthrust (d 1) For Pine Flat from HOC 320-2/2 Gate well water surface above c:onduit invert (H.,) H H* .. 0.53 for G 0 • 33.3 p•rcent H., • 0.53 (185.0) • 98.0 ft Unit downthrust df .. H .. -(0 + G 0 ). 98.0-(9 .. 3) a 86.0 ft p ENERGY GRADIENT ~-i~ io-1-d, v.2/2g J r-!-f--1.5" H w H ... ~ . Dr"--G,~ uf v. : J I L. 4. Hoist load (P) (HOC 320-2) P • W +A (d1 -u 1) y • 8 + (5 X J.2) (86,0-94.4) 0.0312 • 8 -1 .6 • 6.4 tons S. Repeot computations for other gate openinqs to develop gate hoi If load curve. Note: 1. The vertical looci resulting from the friction between the gcrte and the gate guides has not been included in this computation. 2. In actual problems the diffMenc• be- tween the project .ad areas of the top and bottom of the gate includinq !eols and areas within the gote slots should be considered. VERTICAL LIFT GATES HYDRAULIC AND GRAVITY FORCES SAMPLE COMPUTATION HYOR ... UI..IC DESIGN CH ... RT' 320-Z/3 ' : ..... ( ... ~-. ,!• LOCATION SUBJECT I REFERENCE I J.O. NO. LOCATION LoAo s MESSAGE:- -r;;,s wtw... Si:>Rvt:r '7'0 u,vr:t~ 7/1197' 71ft;' C>!t/DUttJ>..J 7VN'N'&'"L Bv~JJ m7.k. i.Ut:?t:..lf-( .I I::"'XCLuiJIN& ~ Sf?~/:'~ ~~ I> Jli'I'~IMA-t'i!Z.,Y -rif,; TD7'4t,. /fdlf/CJ:;J,.J'i'?k.. l>liFt.t-c:..ret) s;"ji',(IAJ6 Prf~ ~ /It(_ S,l';t;AC.s /.> • Fu "{~ 8/l(:r;tfk I)::T,J .AJ op ~u(. 1t:: /T-t1Jq.a La4 o,;AI c s. ~ Cl-lt?:l<'etJ G'Kc. ~ lfif:ZJO, o a/5'-s 13~, lf7t' / 1/Ltt-t I #A-'t'&.l CAN DE" oecAtAfEt> plt;"l+$ €" 110 VI 5 F /-J?-8~ OATE SIGNATURE TELEPHONE REPLY: ~I OATE SIGNATURE TELEPHONE ... 040.138 lt!PAREJ!./DAT£ 'i), ()..)' \Jo -rn L-: ;:(4 '' L-:.. 2.o II ;;:-L-= Jo q .1.0./W.O./ CALCULATI N NO. ~-SI?Z -'J_ I __£ 49 ,, c 4 )f7S = 0. Jj; (! = 8 b- = s.s -l:?uLK!fe"QO WJDT1f -()eA"(I.Ak:-f.3L..7Cl:. wJDT1f- /7 u 21 REVISION PAGE OA CATEGORY I COOE CLASS I' 0 ,5' 7) - Table 1. Coefficients of Static and Sliding Friction (lt\.'h.'fi.:tH.T 1-..·ttt.r' 11ldu.·.1h: !hl.: luhnt:.Hlt H)\.'\L lHHlllR·r, Ill p.tl't.'lllht.·'>\..·"-b!tu,; thi..' -.nw~·\,, ~"\.:' ltM~noH:) :'vlaterial.s I ~~ ~w~ ' ___ -,--:___ ____ --,--_:::.__ __ J Dry 1 Greasy ; Dry Greuy ... -.-""-..,_.--..,-,-,-,e-,d-..-t--: -.--.,--. -.-.. -.. -.-~-.. -.-..... -•• -~---·~.0-111..\ U--~ li-.H fl:-nr·· t·u:·4:z (7) :+. t1 :U'l'r!5'."~Y~ I I 0.2l(l,b) 0.081(S,d O.IS(I,c) 0.080(S,,J 0.11 (I, d) 0.058 (S. jl Mild ot.eel on mild steel. . . . . ................ . H&J'd ot.eel on ar&phita... . . . . . . . . . . . . . . . . . . . . H&rd ateel on babbitt. (ASTM No. 1) . . . • . . • • . • o:k(t9i o:ii'ch · 0.10 (Ill H&rd atael on b&bbitt (ASTM No. Sl. .. . . .. .. .. 0. 42 (Ill H&rd etael on babbitt (ASTM No. 10) .•...••.. Mild steel on cadmium silver ................. . Mild steel on phoephor bronae ................ . Mild oteel on copper lead ................ . Mild steel on out iron. . . . . . . . ..... · · · .l. .. · .... · Mild eteel on lead.. . .. . .. . . . .. .. .. .. . .. .. . 0. 9S (II) ~;~~~~~~n~~dn~:i'd~ieel·.· .. : ...... ·.... : 0.61 (8l Maanesium on mild steel. .................. . ~tagn'.>aium on mqneaium .............. , . Teflon on Tetlon. . ... . •. Telloa OAatee.l-~-··--····· ........... ,,,., ;•, :·.·.·. Tungsten carbide on tulll!'tlteD oarbid" ......... . Tun~~:sten carbide on ot<lf!l. .. .. ............. . Tunpten carbide on copper ..... . Tuna ten carbide on iron ... . Bonded ca.rbide on copper ................ . Bonded carbide on iron . . . . . . . . . . . . . . . . Cadmium on mild steel ..............•....... Copper on mild eteel. . . . . . . . ........ . Nickel on nickel. ......... . Bruo on mild steel ..................... . Bras.e on cast iron....... . ........ . Zinc on oaet iron ......... . ~la~neaium on eaat iron .. . CopPf'r on cut iron. . . .. . Tin on cut iron..... . .. o:6 (2ii 0.04 122) 0.0+ (22) 0.2 (22) o. 5 (22) 0.35(23) 0.8 (23) 0.3S (23) 0.8 (23) =~~~~tni~·~~iDum.. 1 ."0; .(.16) Gluoonglo.u...... .. ................... , 0.94(8) Carbon on gi&M .... Garnet on mild steeL Gla.sa on nickel. ... . Copper on gi&M ....... . Caet iron on out iron .. . Bron:r.e on cast. iron. . . . . . ... Oak on oak (par&llel to grain). Oak on oak (perpendicular) Leather on oak (paralltl) Cut iron on oak . . Leather on cut lron. !.aminated plutic on sted .. Fluted rubber bearing un >tee!. . i :/ o:18 (8l 0.68 (8) I. 10 ( 16) o:6i r9i O.H (9) 0.61 (9) 0.007S (18, p) 0.084 (S, dl 0.0052 ( 18, hl 0. lOS (S. l:) 0.096 (S,I) 0.108 (S, ,.) ....... 0.12(S,a) . . .. .. . . . .. . 0. 51 {3) 0. 09 {3, a) o:o9 <i: ~i .. · 0.2l {1. II) O.IS (1, cl 0.011 (I. d) 0.085 ( l, •) 0.17 (I, b) 0. II (1, c) 0.09 (1, d) o.os (I, •) 0. 25 {1. b) 0. 12 (I, c) O.ICI {1, d) D.ll (I, e) o:os (2i. i,.i 0.12 (22. a) 0.08 (22, a) o:o1 (io.' p) 0.1)05 ( 10, q) 0. 19 (3, II) 0.)3(6) 0.16(1,11) 0.35111) oj4 <3i <ijj <6i . 0.95 (ll)i 0.64 (3) ! 0. 47 (3) I 0. 42 (3) 0.06 (!,c) 0.11 (I. d) 0.14 (I, Ill 0.065 (I, c) 0.07 il. d) 0.08 (II, h) 0.13(1,b) 1),06 (I. c) D.OSS (1. d) 0.097 (2. /) o. 173 (2. /) 0. IH (2. /) 0.133 (2,/) 0.3 (II, f) 0. 178 (3 • .t) 0.04 <22./l I 1);()4 (:z2, /) 0. 46 (}) 0.36 (3) 0. S3 (3) D.H(6) 1), 30 (6) 0. 21 (7) 1), 25 (1) 1),29(7) 0.32 (7) 0.43 (7) I. 4 (3) 0.40 (3) o: 18 (l) 0.39 (3) 0.56 (3) o. 53 (3) 0.15 (9) o:22 (9) ! 0. 48 (9) 0. 32 (9l 0. S2 (9! 0. 49 (9) 0.16 <91 o: JS (I Zl! 0.18 (17, a) 0.12 (3, wl 0.09 (}.a) 0.116 o. •l 0.070 (9, d) 0.064 (9, n) 0. 077 (9, >t) 0. 164 (9. r) 0. 067 (9. •l 0.072 (9. •) 0. 07S (9. n) 0. Jb (9, I) 0.13 (9. n) 0.05(12.0 0.0)(13.0 (I) Campbell. Tran•. ASME, 1939; (2) Clarke. Lincoln. and Sterrett. Proc •• 4Pf. 1\l~!l; l:ll Beare and Bowden, Phil. Tum•. Roy. Soc .. 1935; (~l Dokoa. Tra•u .. ~S.\EE. 1941\; (5) Boyd anJ ltohertoon, Tra.n1. ASME, 1945; (6) Sachs. Zrtl. f. angew. Ma.th. und Jfech •• 192~: (7) Honda and Y•ma l10 • .Jour. f of.\{, 1925; (8) Tomlinson. Phll . .\{flfl., 19211; (9) Morin .• 4cad. Rov. dn Sciencn, 18:18: (lOl Chypoole. Trani. ASME, 1943; (II) Tabor . .Jour. Applied P~Y•·· 1945; (12) <;y...,n, General Diocussion on Lubrication, ASME, 1937: (13) Bruier and Hoiland-Bowyer, General Diocusaion oo Lubrication. AS.If E. 1937; ( 141 Bur- ~·ell, Jour. ~At', UH:l; (t5) Stanton, "Frictior\," Lun~t:msns; (Iii) C:rMt and .\lerehant, Conft~"rence on Friction and Surface Finish, ~l.l.T .. 1940; (17) noni.!\\'Cr. Conference on Fnetion anti Surface Finish? !\l.l.T., 1940; (18) Hardy and Bircumshaw, Prrx:. Roy. SO<"., 1!12;), (I!}) l!ardy and Hardy, Phtl. Jfaa .• 1919; (20) Bowden and Yonn•. /'roc. Roy. Soc., 19<>1: I~ I) llardy and Douhledny, Proc. Roy. Sac .. 1923: (~:?)Bow· den and Tabor, "The Friction and Lubrication of Solid" ... Oxford; 12~) ,;hooter. Rurarch. ~. !951. (a) Oleic acid; (b) Atluntic >piodle oil ili~ht miner~!); lcl ca•lor oil: (d) lard oil: (<J Atlantic opindle oil phut 2tJCrccntoleic acid;(/) medium mineral utl; (IJ) fHl•di11111 1run1·ral ml1JhJ8 >i percent olt.:1r. acid; (h) !tearic aeid: (i) l(rcaae (zint· OJt-dc ba&e): (j) ,:traplute: (k) tod1ifl(• od t•ltts ! pcrc1·nt l.!raphitc: (ll turhinc oil plu,s l percent l'Jitearlc acld: (m) turbine oil (medium nnm•ral'l (rl) olin· oil: (pi pulnutlc ACid; {iJ) ticinoleic acld; {d dry 3oap. !I) lard: (t} water; (u) rape wl; {v) ;~.tn~i otl; (1d odyt ;dcohul; {zi trwlPin; (f,d l j.Jt!l'cent laurie u.ctd ia paralfin oil. . t ; -~· . ·': : ' ,·,· •'. . .. . '.~ -WEB -f-.. I ~ C\1 :: ...--...-- I N C\I .II ...... ~~ C\I @, ...-...- . ~ . . .. :;.' .... .. :~ .. , ~ ~ ...... -~ r_=:H~l$C~tr~~~ r,r· .,. ·~H·~~ ~L; .•.. ] .... I !l·lf. TYP I IJ I 1-.,rr:_L __ --· li ::,---~~-----~-----=t::.-_ p.....;;F-----=t~-. --,-~--.-,r.-.---.- 11 _ . I L... -f'x6.'~. __ jl. Ill_. . . ------II FJ/ANGE·fE. ,, 1r ~. 1 · ·TYP" !1 1-·-'------. __ 1:_---·~------=r.·._IL__---t:::__:: ~r-----:jr=----1!--.-. -,I----.-- n \ 'K TYP ii ii 11 ] ~ ,, ,, !i ~ _,___--_ _It_ - --_-rL_ --_.=)_I_ ---------~~----r----~----r--- . I!\ r 'i ~ II / ~ TYP II ,, ~ :1 II I ' -1-·----~-----~---__ [___-- -1----------rr------:,----y----r-- -~--. ~-~ -----. Ill j: i:.:· S_KIN lf.l 1 '/ R ll . !, ' ' 1l .'·(FS) TYP il !I -----~~---·JL-.--_ . .JL-----r--f--1---.. --11----~~-~---n---- rr 11 'i II ~ I!· II . " ~~-_.-J.L--. -_·r-_----4-----..... -r--.-----~----n----1: ___ - ] ' ll n e) II 11 11 5cK-'A) ' I, ,I II + /. ,IJ ~-1---_. ',dt__ ---~--_· -lL_:___ --- 1-----Tr----,:----:r-... -... -_ ._- 1 !I nl n I TI ~ · 'I I 11 n ~ -~t· l1 I !! -~r- ~---· _ ___,_Ji-____ .=.1 _____ _11 _ _. -·-·-- ~ -1-----n-----.1,--.-- -• .--·1--·-- l II I: · •· II . 1 · n-l PI ii .....__. • nv II ' , I I I .,.-5 • lfl ;:,... ~n.. ~ 11 11 ,I ·· ~;) VI . tU ~ . _u , _jj J!f~' ~ -l-------,l-!..-11 -I--. ·._ -----1.------_. '--- ---~t -n.. 1--. - --,1-----:"1"!-. ---jT----!+' 0) ~ ~ . !I !!I . I!' t . n I I II ~.'rffv _ 11 ,I 1l t, ~ ' ----.__:__. ~1.-_.--_il_--~ _jl__. ---:..._ t': ~ :--r------:-.--.-r------,,------_,..,.._---_...... ' '... li· i ' . ·. 'i . . t. -H . • , 'f'"""-'-1'\x6!~,. . . ji , . t :: !J /' d· [L~NGE li'. II I: ~ t-... ·__:_.:. _:_ tl__ • _:__ · II . · . -· { • _ L... -::;: ~ -~~-, -~----LL....,. --;;;;:. --- -..:l- .. .. .. .. " •. 3" < ·~3·' l,t .... J' ·~ v • • . " t~~ ;~. - ... · (TYP) 3 - Ci: END fP . ·- DER BEAM OMMITED -ARITY '' ';"""""" B ft TYP U D:? \IN ft :s IE. TYP -<TYP DRAIN. HOLE·TYP ACES EACH BEAM =:PT TOP & BOT 2" \)~~.~,,J ~b 111 ------ ~~~END ft -GUIDE SHOE T ... _,,..... II TYPE I BEARING BLOCK (TYP) TYPE JI. BEARING BLOCK ( "\ 7" 1-108 ~m 1" 1/ '2 '6 ~ _, (\J ih c) ~ 7 f5 ..., (132B. I E-4)' I ' H" SPRING tJ ;f. "" It ,, '•,· ·. b· ~ATE GUIDE~ -":'J···: ... =\.::. SEE DWG ~; ._.,. ·· ·•r 15500-FC-131D-1 ·~:. ... ~ ,,,. . ' ... ~ .·'' • 0 .. , 11', •• ~--. t. l •:':· • .. t: '~· ~· .: . ~·. ' ~ . BEARING ' . " --+---.BULKHEAD SPRING TYP I H" SPRING · ··--''"';";;::-·-~ l . ---- 0 ~ --'-'~fE SPRING ----~~ /" ( STONE t. WEBSTER ENGINEERING CORPORATION ,,. ·cALCULATION TITLE PAGE ' .-· ,,.~ *SEE INSTRUCTIONS ON REVERSE SIDE .._ 5010 64 IFRONTl CLIENTS. PROJECT Il-l t:-'f k"' ?o()<.N,.... /lv r)on'fy CALCULATION TITLE (Indicative of the Objective}: [,.),.~,-.rv..--f•r" Pro-/',!{. JJ~v{''""'""' rv~<~<(...l E.,.f,.~ti'O!.... "t--' .rr.. 1"''10 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION S.'GROUP ;~ 15800.08 f/yJr• CURRENT CALC. NO. OPTIONAL. TASK CODE QA CATEGORY (-fi 0 I-NUCLEAR SAFETY RELATED Oli omp( ~/T OTHER OP.TIONAL WORK PACKAGE No'. * APPROVALSr:-,.S,JGNATURE S. DATE .. 'i:: •· , REV. NO. SUPERSEDES CONFIRMATION PREPARER1S)fDATE(S) REVIEWER(S)fDATE (S) INDEPENDENT -.QR NEW *CALC. NO.· *REQUIRED (\11 ,, REVIEWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO I? /)~,~/(;. 0 ~r/c/~ 'A/ 2., /fl' DISTRIBUTION* I I COPY I I copy GROUP I NAME £.LOCATION SENT GROUP I NAME S. LOCATION I SENT I I (v1 I l (V) RECORDS MGT. I FJ/1£ Fit..£-I / I I FILES (OR FIRE I J4,vrJ,(}/'"'')(._ I I I FILE IF NONE) I I I I I I I I OoJ -T4 b Ck .(I '1. -:.. I v I I I I I I I I I I I I I I I I ;:.~ .;-~· ··-.-:.~ r~j~tA!lQ~~~UM~. 1'... • . ,.. PROBLEM Ot::-f-,.,_,·,e.. rk.. wl('h,.. e, /,.e."' t c.. /-o ""P'~'<» :X. CHECKER'S REMARKS; FOR. APPROACH/ ASSUMPTIONS: T4. !'1c. ·N.J d. , " .f i. o I tJ/11 tr.. @ I CHECKER'S REMARKS: SOURCES OAT AIEOUA TIONS: I. o f't:"" c ;.., .. ,.,~I r'lt ~'"'c.J -J--/1'/l '4' .J' v·; r:'..-tt. /''"' .{"//<:. ,c.,....,,... ~ ·7'7t .,t-,·.""' 3 t-o/0 / _-:.:.·. ·-.. ~ :f'!ydrcv j,·, r 1 By /.fs-T 2, ,_r:;-oo-F y-11 .l B ( /'1 .. / .. /],. ... .Pt""""'o .. ;'rrr~a·-F£. ... ,,, ~~'( ,.., .... Q#o ... o,·..,,,,,._ Porf.._l Co•crc.f<- ,,t Hy d, ... J,·, /(f".ri·.,t-..... ,e , .-ff.O I·h I l: i, k CHECKER'S REMARKS: iCONCLUSIONS i I r • v: I I I I 7: .. ,., I IF.<t '" ~ h~: r., ...... ; r .. ; .. Kt ; o,_f/,.<-) 1 AUDIT REMARKS AUDIT REMARKS AUDIT REMARKS AUDIT REMARKS i :~CwH~EC~K~EF-R·csoRC.EM~AA.R~K~S--------------------------------------------------------------------,-----------~. '---------------------------------------------------------------------L-~--~-- -,;:.~--------A_U_D_I_T _SU;;:M:;:;-M;;;:A;;:-R;:c;Y="'.:"'M=~=----1CAlCULATEO BY • CHECKS CORRECTIVE ACTION TAKEN i BY <DATE CtiECKED SY 'INfRACTIONS ·DATE [ AUOITfD 3Y ( 2 4 5 6 ., 8 9 10 I 12 13 14 15 16 17 18 19 ,--- 20 2 I " Z.2 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4~ 46 .t.5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. ~ 15800.08 DIVISION u GROUP !-1 yo/ ro CALCULATION NO. OPTIONAL TASK CODE o/9 ;,·fie- I ... cit..;( .J K .... fc l..r .o-1 p,.~ llr- c,.,·ftr .. ( fiJI"'-.f:..,, '-/ 00 0 c-l.r c,.:~, l~l £),"' I J, ..r r-.. 1.;. r1 ~ ,¥'"" .. ! Ot,.li. .rh ]-ttjJ 1-lyt:Jr .... /-"c. f/.,<-..rf... ::Trf/-::;. J+'Yl DJF~M~'~i7ou o o co~srmm • AREP, t ~e7EV Pl=:"Rtl'le:"'Th~ {r ~" ,..,..;,. '/ fr,;... .1 .f.. J .f r I -:> 1 -~'" 'll H ydrv /,c_ J..--p 1 + rl -:> Jt-:tJ F/o~;o.~ ?r.;f,Je. r-oo (' -l..r & \ ooo ('?' 5 ~ i ). (Ji)() c. .f..r & zsoo (f-5 ~/.; 1 1 (. "" ( .f.r J g'vv t: .f.r 'jtJO.J ,fr F /o.,.; Vt~'.l'<.l' /-'.Jv/ (. /('/ .. f,·"" I .3 'j -II ,,_ )::J-J'-1 Jr-1~ I 7 -J IBA -IBC.. J't-;J.O J7 Jf PAGEL 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 .- 20 21 zz Z3 Z4 2~ 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4~ 46 .6.5010.1115 J.O. OR W.O. NO. 15800.08 R( F .2 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION 5 GROUP 1-/ d,;o CALCULATION NO. OPTIONAL TASK CODE 01? ...J L!J z z :;) 1- z· a· iii 0:: L!J > 0 PAGE _::f._ ... 5010.65 ( J.O. OR W.O. NO. 15800.08 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 <t• 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION 5 GROUP 1-1 vd ,.,.o <. ': 0 .0 N 0 e! -~ I' :I 0 <0 .... - CALCULATION NO. OPTIONAL TASK CODE 019' . .J..IIH----00 + 0 VlS '.iil'<.i +O VlS ... lXI ac ' I.IJ 7~g C) > = = -~-ac CI:O\ u 0• "' u.O 0 0 ·on ,..: cQ <t) G) " cQ • 0 l ·o ~in :i -0 • ...I w ,,I.IJ ...1 ::( .J'h -+£ ns ~ 0 a:: ....... ----0 c-1-.... <ll -N -..... ~_,SI+II''V.l.S ...,.., I -z >-0 ,. ... -.... :1: I u.tU u UJUJ z I O'.ii+l!' 'VlS "'~~' w £D ' ',I ...1 C) QG) ?\ ...1 "O ~ .3: oo• "' .... o" u "' a. ...I~ ~ ;( 0 \ w 3:1.1.111' .0 ·- .J""· I.IJ~ .. 0 0 0 0 '0 0 0 ~ .... ~ 0 <0· .., "' 0 0 0 -.. ~ ...:~u--.,.-.•;t"' .. . I I 'I • 1,';:. I ......... _ PAGE ,;- ~. 2 3 4 5 6 7 8 9 tO I I 12 13 14 I 5 16 17' 18 19 zo z 45010.tl5 J.O. OR W.O. NO. 15800.08 DETAIL. B lFC·131C F'-31 . ,L '<C·.C) 2l 29 30 3 I 32 :n 34 36 37' 38 39 40 41 42 44 45 46 !}-= ,. ... .7'-:::. -~-... - _, STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION u GROUP 1-J, 4,-o CALCULATION NO. OPTIONAL TASK CODE 011 PAGE_f_ 3lG·7> 4(G·<4) 5<1<·41 6(1-91 r r r i 63"-10" !L.IMIT F>HASE 1 CONC) PLAN L..,. 6 7!1· 7) i L. 7 WATER STOP PIPE COLLAR DIVERSION INTAKE PORTAL !BEL.OW EL 10?6 00, '!i. '2 .) = 11 i2'f 6~ :; / t/ ,:_j- a·.o· I J. j I I. SYMM ABOUT _j -H--'--€ OF TUNNEL l--!1---FILL CONC __.. . '7"'1 ...,) 9-',' .:z ::: ~1 f 'f II 7l 6' ( \ .. 2 3 4 5 6 1 8 9 10 II 12 IS 14 2 2 2 2 2 3 3 36 31 38 39 40 41 42 43 44 46 .t.5010.65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP 1-lvd r(l CALCULATION NO. OPTIONAL TASK CODE # 15800.08 /?{.f 3 STA 4 • 06 ---• "'' ~-----------~~~~ --.... t:- "' ~ ... '::!'-... M ... \... \..) CJI q PIER---- 1-1 (A-6) ~ "" ,..... ~ .. , ,-NOTE 5 I 2-2 tA·6) -...._ l, "). I'> ("') 1-- "- "'' PAGEL APPROX EXC EL 1066.5': 45010.SIS J.O. OR W.O. NO. 15800.08 2 3 f?,.f 2 4 5 6 1 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 4S 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ~ GROUP ;-1, d rtJ CALCULATION NO. OPTIONAL TASK CODE 0 1'1 I' I ..., Cl .... w Cl £v•£ 'V'..LS 0~·£ z ~ 0 0 ..! 0 0 ,...; " (/) I I I I I I I I I I ~ I . ou cri>< lOW 0:.:: -u ..JO Wet: N ~ Vlt-...ja:: w<t . ~~--M OVl 'V 0 .(C) \0 ~--~"! \0 et:ZM 0 0 ~..Joe{ ...j z· t-w _10(/) 'VlS ..J Ct: 0 w z ....1 PAGE_!_ c 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 45010.65 J.O. 0 R W.O. NO. 15800.08 Rc? 3 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP 1-1 A.ro CALCULATION NO. OPTIONAL TASK CODE 019 SYMMETRICAL. ASOUT ~ TUNNEL -'---..l!!!r,...;..~-~-:-~~......_-~:....t-_,..~-irr---t..:[EI..1068.00 ST14 '3+1t:f 4-4 (8·41 4"X r-0' KEY (TYPJ TRANSITION (BEYOND) NOT SHOWN FOR CLARITY SYMMETRICAL ASOUT ; TUNNEL APPROX ROCK EXC LINE ST!t '/+fJb 3-3 !B· 4) PAGE_!}_ - 2 3 4 5 6 1 8 9 10 II 12 13 14 15 16 17 19 19 20 21 22 23 24 2~ 26 27 Z8 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .65010.85 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O.'OR W.O. NO. 15800.08 DIVISION & GROUP }-/y ~ ""' CALCULATION NO. OPTIONAL TASK CODE ()IC-f SYMMETRICAL ABOUT TUNNEl.. 9"-6' 6-6 (C-4J SYMMETRICAL ABOUT ' TUNNEL STII 1 it{/.5 5-5 tc-•ll SYMMETRICAL ABOUT l TUNNEL I 7-7 (0·4) .-/ PAGE_!il_ r-,, z 3 4 5 6 1 6 9 10 II 12 13 14 15 16 11 16 19 ( zo \ 21 22 23 24 25 26 27 28 29 30 31 3Z 33 34 35 36 37 38 39 40 41 42 43 44 -- 46 &5010.65 STONE !?. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP / / CALCULATION NO. OPTIONAL TASK CODE 0 11 PAGE_/_/_ 2 3 4 5 6 1 8 9 10 I I 12 13 14 15 16 17 18 19 ,.,..~ 20 21 22 23 24 2~ 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 4~ 46 I ... 5010 65 J.O. OR W.O. NO. # 15800.08 /) ::. /) = J= (- STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP rlv d r ,J CALCULATION NO. OPTIONAL TASK CODE 0/ q PAGE /2 / foR l'7fF i) NU Nfil> POVf'T7 0 IV op TV NNe_ .f I ole-f. I'" 1( aoo c~r ~rc4 :. ~!.!i'.J'77v If -' -r: :22 'i v -Vc -18 ' •~'117 / ( .o-to r 'lilt. ~ (Ill Jl7) 2. '(j/'f ::<. -- --.0/0 17( / c , ou; 7 7 I ( I 2 3 4 ~ 6 7 8 9 10 I 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 45010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION €i GROUP rl'/d ro CALCULATION NO. OPTIONAL TASK CODE PAGE /3 # 15800.08 Cr,'f-,·~ .. / -Y-= s-ov c ~s , / Yc. = 1 0 8 V" v.: ?. 171 ,c,..s , / Yc = '1 77 v v = 1/~'i>J / I )OU c 1-s o/9 ~ -,_ -« v / -- ?...J I= f-,.J-t.JI· ;--~ ~ /. I 0), = I '/J) / )- -'"'~-V\. y /. 'I ] 7 / l-J..f -=-IVtB.o ~ 'I· 77 ~ ;a72, 77 / !?=- P/z_ :; 7. 2 71 7 / WJ" :: I J (,8 o ~ t I G' = /07"1.18 / Yc.. -c. /ZJ / //,..('..., ::. -I I J'. '12. c/ !(::: J. 10 'f 1/ v'-"' Fl i' ._..,/ v = /] l.2_r-/Jj ::: 2 1/fr·.' d' -.2 - :1... --..... j / / " r ..... 2 3 4 5 6 7 8 9 10 II 12 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 31 38 39 40 41 42 43 44 4:\ 46 .t.5010 65 J.O. OR W.O. NO. # 15800.08 )_o(JO c_-;:!:' STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP 1-/ydrv t,J s :::: CALCULATION NO. OPTIONAL TASK CODE 6/Cf /C) 6 I'. 0 + 7 "f 'I = J 0 7 :r: '-l'j ./ 7. J.f'i / r;.,..-o .. = I J 7. J c / I?= '"/. J r~ Yc. =- v -1 ''"I rc o v P/., -3. (I>,/ .:X' (/ 4..-'J'.tz.l -.,_--- ~1 / v / Yc. -:::. fJ. (.. r.) hrr-...: /r'l ,, 2-R;:;;;: "f. 7a 8 ../ PAGE )"j / / 1..r. t gr v-'-j.)'fr"/ '\. V= PJ. = ()(' i/ ::. '-/ 2 0 'l... '-( oo 0 c -l".r Y~ = ;;.s-o/ v = ;8. 7 sc. ./ v -/7. 7 g :l. ?J...I ;q.,.,_ ::: 0 /,_ -- ~ II) (.,J' 0 f-/v.7Cf ~OO,"J.'f ;, ;""I 2. ' / -">-..} -107~·71 - R-=-s-). 2 ) '-1 v ~ ;/\. ), .-1 z ( (l'ri . --:t q ..; ' r \ ' I 2 3 4 :s 6 7 8 9 10 I 12 13 14 15 16 17 18 19 / 2.0 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 &5010 65 STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J. 0. 0 R W.O. NO. DIVISION u GROUP /-/ yA ro CALCULATION NO. OPTIONAL TASK CODE 0/Cj PAGE ;r # 15800.08 y, (}:: .U"/0 / fo '/ 1.'1/ ; j(} .s-./ I? :::: 2 . .>77'0 / 71. ~I ff"" Vc. I -= t. 977.J IPs v J r 'I :J : I o C. ( . r f' J. "'I / I I y/1 = 7,2.7 /trrq ::: ) (.;V..f' £/.(v e 71'/:J::: ::< c) oo ("./ -- / y~, -F3 '7 /,s-/1/ ,.,, (.J.r ;; /, .r e J 1-v J ::: / /l"'.tt. ) / ;5).' c 7 / /0 r.t . .s-"/" / I 98. zc !""' / ;ott. r + / 8, 7 I J 5' /p..r R= J . .>1 .;.; V<-1 = / / 17 :::" 7'29.>7 ?/<:!.-/-= 9'.517/ j 7 7 7 :::: /07'3.77 v / ,/ !(:: '1. g )(.,0 0 I-:: !0. c; J.. i 6' " 7 =-/O 7.J. "17 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 .,, 46 ... 5010 65 J.O. OR W.O. NO. # 15son.oa / y 11 -: ;o. rs , I).$ 7 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION u GROUP 1-1 y d /"(.) CALCULATION NO. OPTIONAL TASK CODE 0/'f / v= 11.2'1&: I ;o ~ t. r -t Ju. J8 = 1 o 77, dB / / R: {. O'i'/8 l.l. ']2 lt. PAGE /~ w.r E /, ...,.; e. J J-v J = j{} 8:2. ]7 J f300 c tJ" ./ / ,f::-t. ol);.! / /f/"t&., :::. 2. '1 s-. 7J / t/ = I :2. . 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()0 .< 8 -{'+ /l'f- 77 ' ~ "- I L~"''.;...IC.:,/ /;~<.,J (,{) :J-,1-.f"'"'l '- -c I l ' 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 3 3 34 35 36 37 38 39 40 41 42 43 44 ~" 4€. }TONE e. WEBSTER ENGINEERING CORPORATION / CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER .ll. J.O. OR W.O. NO. DIVISION u GROUP !-1 y cf,o CALCULATION NO. OPTIONAL TASK CODE ff 15aon.o8 019 /.s-o o c ,t:f so : /V7"/,Ifi-;o7:!,77 : .os-IJ So :;;;>-> S'c.. 8 7-' c,.. I, f-t'(' ... I .. .s, -::. ( o1r ~ JJ.ns-) = . oo .:l (. e .:1"" r1 -/'18~ ,If, '1. ~ 9.17 .1.1) . 5, -/o7s-_ 't¥-J07s-.J4 ... ' 0 ]r-So // .f'c.. 8 . cr1 f, c .. / . . S"c.. :. (-~~r ;-. J¥. nor .:: • tJ() J 0 e 1 f>-r/ / "''et. + '"/. J :rr, '-l:;o !:.a = I OJ?. & -I o 7 7 ~J -=--.076'8 8 • ->c.-:. (: 0/~ * I .s--. c, gs-) = 00 :I 2-. j. 'illt ~ "-f. JO !I 'It '1 ou(.) c f's S", -= 1 u 71. i/o -; o 8 2. 3 7 -:::. -,!213 so < Q t .. ,;, I" fj e. ....... r-= ( "'r /8. 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE /..J /] H 01~ ,., IS" · r·IU7'11--_ VI (,;.; r-"' I ( v /. .,~. .. · .J ... lo 71. o r.:: 'j. r /r .f' 1 .. :r r-.rt -) {c)-l!f) r ro _; ;/ *"-C~tr~5 JJo-rt : ):-e-P. G l(u'r~, 51 IJ(_c; I)EIWITV 1 ttJ S... ) t57 DV il~&-f'ltfrSE"" I fr)ove- ~ lDIG ~~E" UJrLL ~~: JJo u~Jwer ) Pc~ PutAJ \: (~'~f, '').;-(2.'-4-'' /11~):: ll'·IO" j Eif'I::Cr OF 0~1~& lO'-(o'1 (\I\OIU5 fOf \ltl) srtOtl ~~grcH ~~~ P1::C l(l..L" 51 AY'f? [1)/LL NJ Ubi_; .It PO( lie-!) !) UOC-b-L) N~t--Lir.;I\'C. STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET 65010 65 CALCULATION IDENTIFICATION NUMBER -\ " PAGE II C. DIVISION & GROUP H J.O. OR W.O. NO. 15800· 08 CALCULATION NO. OPTIONAL TASK CODE Olq I 2 3 4 fa. f/n-1.1 f,.,""' 1-t 71,. r ro e~ -1~ ... , c... 5 6 7 r'k. f!(;./-; .... ..t' r! c. h ... .!.., /~~. .,... / . 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(._ ,---... ~ ;"" ----~--------------------~------ / Jf ... l-t~J., 3 i-.r-1 -'/. 7 7 ...,/' rl-... f-, . .,,., J r'IJ =-2. a;; / v -f(, t{l.J v -I -d, r-) ;l. 1/,'l...d_, cl. 2-/ -1---.,_ J 7 '). 8!1. J ~ ( /t,.'f21/' "\... /;. sn) .__ -t-'2.811 --+ ~ 'j '1 / d </) ;-t( ,. ,? I(_ /" r ?I r) (J / 7<./ -P ,_.) . ;u&c.r -/o72.J/ TL (..#1;/ PAGE ). s- / .. ., "' " " .. .. .. "' .. N .. .. 0 "' "' "' "' Stone & Webeter Enw Corp "' ... "' "' "' "' "' ... "' .... .... 1\} .... "' "' 0 "' Yc. -= N "' "SUPLSOO" Standard Step Method --Supercrtttcal Flow -- o~ KEe•p" 1500 0.3 •/ ALPHA" 1.1 / CONC N~ 0.015 " N ... "' "' "' "' (;,.18 "' ... / N .... 25-Her -86 TUN N= KEcon= / 0.04 N N "' \ N 0 "' -"' .... "' "' ... "' N 0 "' II> ... "' Ui .. Patel 0.1 ./ ---srA ____ 8orroN ______ zi-------;i·-------u------8s _____ AREA ______ vet·----v£L _______ Hi·----;---R-------sF·-----HEAN _____ 4x·----HLF _____ Hti·------HF ____ _ ELEV HEAD : SF 3•51 3•43 ./ 1068.00 1074.18 1066.50,/ 1070.34 6.180-' 3. 842 I 19.00 .I 8.oo -'113.42J n.225/ 2.'1aaf 1071.1681: 2!.00 I 9.50 / 80.68.1 18.592./ 5.'104,/ 1076.246./: 3. '109 1 0. 00289" N/11 2. 813 "o. 00881"" o. 00588"' lilA IIIII N/A 1077.161 ./ 8.0 v o.o.n.r o.e75 / t076.246""' -./) "' "' - --··········~----.. 1:t ~ I '--o I! '-", ;;, '::):o c ~ c· . p c z ~p 0 .....,.s ~-~ (J) ~z -t 0 ~ ql 0 > z G') r I'll :0 0 0 ~ c c "'0 r 0 ~ )> )>I'll -t r w 0 0 ~ 0 z c I'll )> 0 r :o D~ I'll l> I'll ,c z -i z ... ~ -t -G') '"1'1 0 z -t 0 z I'll I'll 0 > z -t (/)::!! z 0 :X:~ 0 z z (TJ 0 c (TJ 0 3: -i :0 Gl "'0 I'll 0 :0 :0 > -t 0 z 0 0 0 I'll "'0 )> G') I'll I~ 2. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 2.0 21 22 23 24 25 26 27 28 29 30 31 33 35 36 37' 38 39 40 41 42 43 44 45 46 45010 65 J.O. OR W.O. NO. # 15800.09 Y e = -- J/o/r.. STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION fio GROUP Hydro CALCULATION NO. OPTIONAL TASK CODE -d, T~ A i),. r-" I o/9 ~. /9 t./ / J, 1'12 ) J ~ )r----.::L.--(-1 Q-.-S'-rt i; ~-J. §'I z. -:12. l.. 7. ] ~ 2 dtp ~-~ .,:: tL .J""-P ),/" 14 , 7L / ./ ,..,1" J,)t.-J~>ff/t-•-171 J-r ... -1~ ........ j -1 t.J:! ;/ t-/.1' c:t. .r = (/.r E~v = ---- / I.:" f/r• f,,_ ......., . II ,; ( ( " . PAGE '2.( ' / 107 '/. 1.9 / /170 .J'-j 1 J, ~ ~ .. "' .. "' ...... .. "' N .. .. .... 0 ..0 .... Gl> "' ... Stone l Web•t•r Ent Corp "' "' .... "' Ul .. Yc :::- "' "' "' "' "' .... N 0 ..0 7 '-Ji N Oil I N .... "SVP2000" Standard Step 11ethod --Supercrltical Flow -- Q; KEe-p• ;woo 0.3 ALPHA• 1.1 CONC N• 0.015 N tl> N N N .... .. "' N N 25-Nir-86 TVN N• KEcon= 0.04 0.1 N 0 <l> N Ul .. ;:; Oil .,. "' STA BOTTON Zl yl II BS AREA VEL VEL Hf : R SF ELEV HEAD : SF N 0 lj) ... .,. tl> Ul .. "' ,.,.1 ------------------------------------------------------------------------------------------------------------------------------------------------------- 3+51 3+43 1068.00/ 1075.44 1066.501 1071.28 7.uo ./ 19.00,. 8.oo•' 157.36,· 14.560.1 3.621/ 1079.061": 4.777./ 21.oot' 9.5ov 100.32./ t9.937V' 6.789./ 1078.066.1: 4.3551 0.003041 HIA :s.z8:s.t o.oo8:sow' o.oo567.1 HIA N/A N/11 1079 .061V"' a.o.l' o.o45..r o.95o.l' 1078.065 ...--' N - ~) ~6 '-{~ \:::) ::tl ~ :E ~? ().o z ? 0 't-~ I'"'~ l:t..~ " ~ ~ C) ::tl 0 c: '1J 0 l> r 0 ~ c: 'r l> ~--~ 0 z z 0 "1:J l> C) fTI ~ 0 l> r 0 c: r l> -I 0 z 0 ITI z -I ,., (') l> -I 0 z z c: 3: m fTI ::tl ... g 0 m r~ ;.- ~ ' I" ' ._, ·" "" ~ (ll -I 0 z fTI pi 0 ~ )> fTI rm 0~ em r::u )> ITI -i z Q --0 z zm fTI (/)::!! :X: ~ f'TlO mo -i ~ 0 ::tl l> -I 0 z 2 4 5 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 25 29 30 3 I 32 36 37 35 39 40 41 42 43 44 45 46 45010 6S J.O. OR W.O. NO. # 15800.08 '/ e -- -- STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION 5 GROUP 1-/ 'I"' 0 CALCULATION NO. OPTIONAL TASK CODE Ol'f 31-rl -d, ) + cL /... I -- -'1, 7?7 J 2-(J'f,'fJ7)::.. '"j, 777 ..... +-If. 7 77 -~ -+ --")..... 3 ;I.._,..__ 'I ./ g 7J/ r--t cf,,;/ 0~ J..,.,...,. --/07s-.;t.3 / y;, e J-.1'/.J- J .;. y J' PAGE .2!:_ / \ ~ :;. : ~ ~ ~ ~ ~ ~ ~ :;: ~ '; :; ~ ~ ~ ~ :;; ~ ;;: ::; ~ ::: ~ ~ ~ ;;; G> ::; ;;; ~ ;.: "' N -0 \D Ql ~ fl> U1 .1> UO Stone & ~ebater Eni Coro 24-Feb -86 v @ Jf.>l,;;: O.t~~/ IC v "SUP2500" STA 3•51 3•4l• Patel Standard Step Method Q; KEexp~ BOTTOM ELEV 1068.00 1066.50 2500 0.3 ll yl ALPHA= CONR H= b 1.1 0.015 J as AREA TUN N= KEcon: VEL 0.04 O.t VEL HEAD HI R SF MEAN SF dX HLF HLE HF -------------------------~------------··::·------;-------~--------/?:-------;r-------~----------------------------------------~ 1076.60 8.600 ¥/ 15.00 8.00 159.39 15.685 4.202 1080.802 I 4.709 0.00318 N/A N/A N/A N/A 1080.102 1072.15 5.646/ 2t.OO/ 9.50 118.57-" 21.oa5/ 7.594/ 1079.740/. 3.67U'o.ooeoo.lo.ooss9/ •·o o.o•s./ 1.01•/ I079.7•o.,./' 1\) - ~ '-.-o IJ10 co::o 0~ 0~ z 0~ lw. 0 s Ul Ia ......... z ~"' ~ ~G) '\ ::0 1:; g , 0 )> r 0 c Dr )> -.........:::! ~0 z z 0 0 , -1 0 z )> .... ; Ul "' 0 0 0 rn , )> Cl rn I~ Ul -1 0 0 z )> rn .... 0 1:0 c .... 0~ )> )> rn -1 r to 0 0~ z C rn 0 r ::o rn )>f11 z -t~ -1 --, 0 z 0 z~ )> ::0 -1 0 (/) - z :X: ~ z fT1 0 c fTlo 31: -t~ tD f11 0 ::0 ::0 )> -1 0 z 2 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 38 39 40 41 42 43 44 45 J.O. OR W.O. NO. # 1saoo.oa y" e ye -w.r :::: YA .:;;. STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Eo GROUP rlv d/'o CALCULATION NO. OPTIONAL TASK CODE PAGE 12 o;c; J +s-/ / =/a7(.C / J + '/ J :::: w.r d,,_ -'t J .':I. 2._ ( ~ 1."/JS'i .>. t. s- '1'2."L + / ;or;C,r"' ..;..... ~-711 -I o?&,. 19 - / v ;u. s-8 ' . -;r-4_ )v.-.p ._..~,)/ 0 (_ (. '-' ./ \ /~\ N ; ~ ! ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -~------------------------------------~--------------------------------------------------------.---,--,~ N 0 Ill "' .... .. "' "" "' N 0 "' "' a> "' .. ... .... N Slone ! Web•ter En~ Corp .. SUPJ600 .. Standard Step Method Q= KEeKp;;:; 3600 0.3 ,/ Yc :::: ALPHA= 1.1 ./ CONC N= 0.015 /0. 710 24-Mer-86 TUN N= KEcoo= 0.04 ... 0.1 ./ STA BOTTOM Zl yl b 8S AREA VEL VEL ELEV HEAD : 3•51 3•43• 1068.00¥ 1078. 7'1 1066.50" 1073.85 10.790,/ 7.353 ./ .-·: 15.oo' s.oo' 200.24-' 17.'17'1.' 5.521/ 1084.311 : 21.00" 9.50• 154.42.; 23.3Dv '1.283/ 1083.1361 ./ / 5.226 0.00363 N/A 4.325,/ 0,00786V 0.00575./ Pegd N/A N/A N/A 1084.311 8.0 ,/ 0.046~ 1.12'/v' 1083.136/ """-'-~~ ~:;o -~ ~ ~9 ~z 0 0 < w :;t~ I'S <:l ~G) ~ ~ c -o 0 l> r 0 c ~~ "'-::::! ~0 z z 0 0 -o ~ 0 z l> r i;! w "' 0 0 0 ITI -o l> G) ITI I~ 0 l> r 0 c r l> -i 0 z 0 ITI z -i 'TI 0 l> -i 0 z z c li: CD ITI :;o ~ ? ~ w -i 0 z ITI ~ 0 :.e ):>ITI rca 0 ~ em r :;o ):>ITI -i ~ --oz z~ :;o (/) -:I:~ fT1 0 fTlo -i~ 0 :;o l> -i 0 z .. (--- 2 4 G 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 29 30 31 32 34 37 38 39 40 41 42 43 44 45 46 ... 5010 65 V-< h..rn"fi.Ju... - STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION fi. GROUP ;-1 yd. ~o ;,,~1 tr or:- CALCULATION NO. OPTIONAL TASK CODE oJ1 Tv ..... !"' +u-JC oa· c .,L.f ·-- PAGE :rLf (:, ( d f-v,..,., ..<. / To / ... ,-.., /" ------ YL @ .rf. ... .f/ 0;.. ye J 1-.,. .;., () 1.. c/2.. = -d, = -7.JS7 ;;_ c;/2-/)1 .)02_ . J +-rl :::. I o .. 7'io v w.r -jo71l., 71 ./ - 7-1-'IJ .:: 7. J .>..1 v (_,.JJ -1(/73. f?J'/ - J d .... I ' J 2.. ( :;1.3' 3 1)) .,_ ,__ +-?.Jr.J 7. -; )J f-v ~.Z.2. f t:-1-d(/" .,tl, /' /2. s-ol.. /079.00'"2.- IY. 2 .r- r.Ji/) 0(( v / ./ d -1 l. . s-"' "2-:2...- ~ "' ,. "' ,. ... . .... ... N • ... 0 "' "' .... Q,> "' .... .... "' "' ... "' ... "' "' "' "' N "' "' 0 "' "' (II N ... ... "' N "' N N . "' N N N \ N 0 "' (II ... "' "' • .... N 0 "' "' .... "' ... ... .... Stone & Uebster En9 Corp 11-Her -86 Pavel "SUBSOO" Standard Step Method Q= MANN H= 500 0.015 ,/ SubCr1t1ca1 Flow ALPHA= 1.03 v ALPHAe•P= 1.08 > YC •htlon 3•51 = 3.08 rt ../ KEe•p= 0.27 KEou4e•P= 0.82 _,.. KEcont= 0.02 ~ KEwye= 0. 0983 "' : SF KE•lot: 0.13 "' KEentr: 0.15., HF -----------------------------------------~-------------------------------------------------------------------------------------------------------------: ./ / 3•51• 1068.00"" 107t.08 3.o8o./ 1s.oo.1 a.oiY 54.52/ 9.171 ./ 1.410./ 1072.490-1 2.390 o.oo268~~' .... ••• ••• ••• 1072.490./ 3•55 1068.00V 1071.44 3.435.1 15.01Y 8.00' 61.26./ 8.161./ 1.065J 1072.500vf 2.604.10.00189,/ 0.0022~ 4,0,/ 0.009./ O.OOOv' 1072.500~ J•6D to68.oo-' 1071.46 3.460v 15.00' 8.oov 61.74,/ 8.098./ 1.04911' 1072.509-1 2.619./ o.oo1s5/o.oo1a7.1 5.0/ o.009,.r o.ooo.~ 1072.509" 3•65 to68.00,/ 1071.48 3.484.1' 15.oo./ 8.oo~ 62.2o.t 8.039·1 t.034,; 1012.s1av1 2.633"'o.oola1..'0.oou3/ 5.o...-o.oo9./ o.ooo, 1072.518..' 3•70 1068.oOv 1071.51 3.510./ ts.oo.; e.oo" 62.6911' 7.976./ 1.011,; 1072.527-'! 2.648.,; o.oo1nl o.OOI79V 5.0"' o.oo9"' o.ooo"' 1072.527-"' 3•72.5 1068.00 v 1071.52 3.522./ 15.00' 8.00' 62.92/ 7.947o' 1.010./ 1072.5320. 2.655,; 0.00175v'0.00176,/ 2.5-" 0.004./ 0.000/ 1072.532v 3•76.5 1D68.oo" 107t.76 3.758"" a.oo,r 8.oool 7t.4o.r 7.oo3..' o.784*"" I072.542,f 2.693.ro.oo133.1'o.oo154./ 4.o"' o.oo6" o.oo5"' 1072.542"" 3+91.5 1068.00 1 1072.23 4.225"' 25.67.1 8.00V 108.46-" 4.610./ 0.340./ 1072.565>1 3.179..1 O.D0046.I0.00090,.r 15.0V 0.0130" 0.009-" 1072.565V 3•91.5 w I068.00v 1072.26 4.263"' 25.67; 8.oo,; 109.43-" 4.569./ o.334/ I072.597vf 3.2oo"'o.ooo45.1o.ooo46/ o.ov o.ooo/o.o33/ 1072.597/ Q/2= 250 3•92.5 p 1068.00"' 1072.19 4.194-" 3•99 1068.00/ 1072.28 4.281./ 4+01 1068.00" 1072.28 4. 283./ 4•01 • 1D68.00.-1072.}4 4. 336/ 4•04 1068.00 v 1072.34 4. 338" 4+06 e 1D68. DO v 1072.53 4. 526 ,/ POOL 1068.00 •' 1072.71 4.705 Stone & Yebater Eng Corp "SUB1000" Standard Steo Method Q= HANN N= 1000 0.015 11.11 1 e.oo>-49.35 ,/ 12.50" 8.00 v 53.51,., 12.50-' 8.00v 53.54 / 12,50 I 8.00v 54.20"' 12. so " 8 . OD ' 54.22 v' 16.so _, 8.oo•' 74.68v 999.00,/ 8.oo• 4700.29 v SvbCrltHal Flow ALPHA• I .03 ' ALPHAexp= 1.08 "' 5. 065 V' 0. 430 ,/ 1072.624/: 4.672./ 0.349V 1072.630-/: 4. 6 70./ o. 349-" 1072. 632v'l 4. 613./ 0.340./ 1072.676 "": 4.610" 0.340,/ 1072.678>"': 3. 348"" 0.179 v 1072.705--1 0.053 v . 000./ 1072.705 .,{ 11-l'lar -86 yc etot1on 3+51 = 4.77 ft KEe•o= KE•ude•o• 0.27 "" 0. 82 ,/ 2.449V D.00079J 0.00062*" 2.541.10.00064/ 0.00012" 2.541./ o.ooou ./o.ooou"' 2. 560,; 0. 00062,1 0. 00063,/ 2.561*""0.00062"' 0.00062,/ 2. 923 v'0.00027./ 0.00045/ 4.661 .r .ooooo.r o.ooou"' KEcont• 0.02 v KEwye• 0.0983 ~ LO+' 0.001./ 0.026\/ 1072.624-' 6.s.l o.oo5" o.oo2 / 1072.630""" 2,011' 0.001./ O.OOOol' 1072.632-" 0.0 tl' D.DOOol' O.ou/ 1072.676V 3.o.r o.oo2V o.ooo" 1072.678./ 2.ov o.oo1" 0.021" 1012. 705v 0.0 v 0.000/ 0.000" KEalot= 0.13 ..-"' KEentr• 0.15 v· 1072.705./ Pavel STA IWTTOM l1 yl b BS AREA VEL VEL HI : R SF I'IEAN dX ELEV HEAD SF 3•51• 1068.00"' 1072.77 4. no./ 15.00,., 3•55 1068.00• 107l. 31 5. 3!0-r 15.DD .. 3•60 1068. 00• 1073.34 s. 340 v 15.00 v 3•65 1D68.0Qv 1073.37 5. 370" 15.00. 3•70 1068.0D' 1073.39 5.39:$,; 15.00' 3•72.5 1068.D0" 1073.41 5.407,/ 15.00' 3•76.5 1068 .oo-1D73. 70 5.695 ,I 19.00/ 3•91.5 1068.00/ ID74.52 6.521 v" 25.67( 3•91. 5 .. 1068.00' 1074.59 6. 588 / 25.67 v Q/2• 500 3•92.5. 1068.00"' 1074.47 6.46911' 11. 77r 3•'19 1068.QOV 1074.62 6.616,/ 12.50 ... 4•01 1068.001" 1074.62 6.619>' 12.50/ 4•01 • l068,QQy 1074.71 6. 708 v 12.50" 4•04 1068.00" 1074.71 6. 711/ 12.50~ 4•06 e ID68.DO, 1075.03 7.027 v 16.50• POOL 1068.00 v 1075.32 7. 3241/ 999.00.;' 8.00 v 86. 6),/ 11.543./ 2.235~ 1075.005~ 8 .OOv 96.89>' 10.321/ 1.704./ 1075.014~ 8 .OOt 97.46,. 10.261,/ 1.684"' 1075.024-1 8.oov 98.03/ 10.201./ 1.664..'. 1075.D34-1 8.00tl 98.47"' 10.156/ 1.650"' 1075.043../f 8 .oD" 98.73..,.. 10.128 v 1.641-' 1075.048,.-: 8. OO"' 108.20/ 9.242,/ l. 366./ 1075.061-<: 8.00" 167.39-' 5.974./ 0.571>" 1075.092"'! 8.00" 169.1lv S.913V 0.559,/ 1075.147 .{ B.DOv 16.13v 6.567/ o. 725..' 1075.193-1 8.00. 82.7D./ 6.046.C 0.5851" 1D75.201..-: 8.00"' 82.74" 6.043.-' 0.584~~' 1075.203 v. 8.1)()"' 83.85V 5.963-./ 0.569.1' 1075.277-:-- 8. 0()/ 83.89./ 5.960/0.568/ 1075.279V: 8.001/ 115.95"" 4.312~ 0.2'17,; 1075.324 ~ s.oo./nt6.68 v 0.068,/ .ODD/ 1D75.524 4" 3. 307" 0. 00276"" .... 3.552 "'o .oo2oov' o.oo238"" 3. 565 v 0. 00197 "'0.00199"' 3. 578Y'0.00194"' 0.00195v 3.588/ 0.00191"' 0.00193"" 3.594/ 0.0019Qtl' 0.00191/ 3.561-' 0.00160.10.00175.1" 4.324-' 0.00052./0.00106./ 4. 353-' o. ooo5o.r o.ooo51" 3. 0111 v 0. D009a/ 0. 00074-' 3.214 oi'Q.00079 V'0.00088~ 3.215 -"o.00078 vo.ooo78v 3. 235 v 0.00076 vo .00077 v 3. 236 vo.ooonvo.ooo76" 3. 795/0.00032,0.00054/ 7.218 v' . Doooo-1 o. ooo 16"' ... 4.0v 5.0ot 5.0" 5.0v 2.5v 4.0 ... 15.01' o.o v 1.0" 6.511' 2.0"' 0.0"' 3.0v 2.0 ... O.Ov ••• ••• 1075.005 o.otov' o.ooo.r 1075.014 v O.OlOv 0.000 •· 1075.024 v o.oto/ o.ooo ...-1075.034/ 0.010v 0.000<" 1075.043• 0.005"' O.OOO" 1075.048 v 0.007,/ 0.005. 1075.061 v 0.016"' 0.016\/' 1075.092V o.ooo / 0.055 v 1075.147 v 0.001>"" 0.044,/ 1075.193 0.006-./0.003 v' 1075.2D1.r' o.oo2 v o.ooo-" 1075.203./ o.ooo"" 0.074.,; 1075.2771'' 0.0021"' o.ooov 1075.279./ o.o01"' o:o45..r 1075.324"' O.OOOv 0.000"" 1075.324./ /-----1 .., en -1 0 z fTI j;ll o:e )> fTI r~ 0 -1 c fTI r::u )>fTI ,; --oz z~ ::u (I) -z ::r: G) fT1 0 1110 -i ~ 0 ::u l> -1 0 z - .. (j> ....... Vol Vol ..,. t,,iil Vol ..,. ..,. ~ ~ ~ N N N N N N N N N N ......... ....... 1\) ... ow a>~ en ~ • Vol N -0 ~ W ~ ~ ~ ....... ~ N -0 \0 CD .... "' (JII • CA N 0 "' "' .... "' "' .. .... N - Stone l Ueb5ter Eni Corp 11·11ar ·86 "SUBZOOO" Standard Step Method Suber at iC4l Flo-. >C •tat1on 3•51 = 7.44 ft ,/ ALPHA= I. 03 / 0= MANN N= 2000 0.015 ~ ALPHAo.o= 1.08 v KEexp• 0.27v KEaude.o= 0.82 .r STA 3•51• 3•55 3•60 3•6~ 3•70 3•72.5 3•76.5 3•91. 5 3+91.5 w BOTTOM ElEV 106a.OlY 1066.00' 1068.00/ 1068.00' 1068.00,1 t068.01Y 1068.00"' 1068.00.1 1068.00,/ Zl 1075.44v !076. 29 1076.33 1076.36 1076.39 1076.41 1076.74 1078.17 1078.2'8 012= 1000 v 3•92'.5 • 1068.00... 1078.08 3•99 1068.00 ... 1078.32 4•01 1068.00' 1078.33 4•01 I 1068.00/ 1078.47 4•04 1068.00/ 1078' 48 4+06 e 1068.00r 1079.00 POOL 1068.00" 1079.48 Stone A Yeb•\er En~ Corp vi 7. uov 8.293 8.327 8.360 8.390 8.405 8. 737 10.167 10.217 10.079 10.322' 10. 325 10.473 10.476 10.997 1 I. 483 "SU82500" Standard Step Method 0= MANN N= 2500 0.015 ./ b 15.00/ 15.00" 15.00 ... 15.00"' 15.00" 15.00"' 19.00-' 25. 6 7v 25.67"' BS 8.00./ 8.0ov 8.00" s.oov 8 .oo"' 8. 00./ AREA !37,36V 153.57 154.21 154.84 155.41 155.69 8. 00 v 166.00 8.00v 260.99 8.00.1 263.81 11. ;pt 8.oov 118.61 12.50" 8.00 v 129.02 12.50 .I 8.00-' 129.06 12.50" 8.00"" 130.91 12.50 v S.OO"' 130.95 16.50>' 8.00V 181.45 999 .oo., 8. 001111471.52 SubCrtlscal Flow ALPHA• 1. 03 -' ALPHAe•o= 1.08v VEL 14.560/ 13.024 12.96'1 12.917 12.869 12.846 12.048 7.663 7.581 a. 431 7.750 7. 748 7.639 7.637 5.511 0.087 VEl HEAD 3.555-" 2.713 2.690 2.668 2.649 2.639 2.322 0.939 0.919 I. 192 0.961 0.960 0.933 0.933 0.486 .000 HI 1078.995.1 1079.006 1079.017 1079.028 1079.039 1079.044 1079.059 1079. 106 1079.196 1079.271 1079.283 1079.285 1079.406 1079.409 1079.483 1079.483 10·11ar·86 yC atat1on 3+51 • 8.6 ft- KEe.o= 0. 27 v KEaudc•o= 0.82 V KE<onl I<E~~o~ye= R 0.02 o/ 0.0983 ,/' SF HEAN SF 4.356.10.00304.1 •••• 4.620 0.00225 0.00264 4.630 0.00222 0.00223 4.639 0.00220 0.00221 4.648 0.00218 0.00219 4.652 0.00216 0.00217 4.551 0.001'16 0.00206 5.673 0.00059 0.00128 5.707 0.00057 0.00058 3.715 0.00126 0.00092 3.893 0.00100 0.00113 3.693 0.00100 0.00100 3.914 0.00096 0.00098 3.915 0.00096 0.000'16 4.714 0.00039 0.00068 11.225 .ooooo 0.00020 KEcont= 0.02 "" KEwye= 0,0983 ~ KEalot= 0.13 o/ KEentr= 0.15 V dX ... 4.0/ 5.0 ... 5.0,1 5.0 ... 2.5v 4.0v 15.0"' O,Oo/ HLF 0.011 0.011 0.011 0.011 0.005 0.008 0.019 o.ooo 1.ov 0.001 6. 5v 0.007 2.0 .... 0.002 O.Oof 0.000 3.0" 0.003 2.0"' 0.001 O.Ov 0.000 HLE ... 0.000 0.000 o.ooo o.ooo o.ooo 0.006 o.oz8 0.090 0.074 0.005 0.000 o. 121 0.000 o.on o.ooo KE•lot• 0.13 v KEenlr• O.l5.v Pa11el HF 1078.995 ./ 1079.006 1079.017 1079.028 1079.039 1079.044 1079.059 1079.106 1079.196 1079.271 1079.2'83 1079.285 1079.406 1079.409 1079.483 1079. 483 Pa~el -~-siA··--aoiioM ______ zi-----·-;i----·-·-;·-----as·----AREA ______ vEL _____ vEL _______ Hi-···-:-·-R-------sF ______ HEAN·-·--dx _____ HLF--~~-HLE _______ HF ____ _ ELEV HEAO : SF 3•51• 3•55 3+60 3+65 3•70 3+72. 5 3•76.5 3•91. 5 3+91. 5 w 3+92.5. 3•99 4+01 4+01 • 4+04 4+06 • POOL 1068.00" 1076.60'-' 1068.00, 1077.58 I 01.8.00" 1077.61 1068.00"' 1077.64 1068.00" 1077.67 1068.00~ 1077.69 1068.oo" 1078.04 1068.00~' 1079.75 1068.00"' 1079.88 0/2= 1250 v 1068.00"' 1068.00"' 1068.00' 1068.00~' 1068.00¥ 1068.00' 1068.00• 1079.65 1079.93 1079.93 1080.11 1080.11 1080.72 1081.2'1 8.600 ...... 9.575 9.609 9.640 9.674 9.692 10.035 11.748 II. 878 11.645 11.929 11.933 12.107 12.110 12.720 13.287 15.001 8.oov 159 . .39-" 15.oo.i 8.oov 111.79 15.001 8.00~ 178.42 15.00' 8.00v 179.00 15.00/ 8. OOv 179.64 15.00' 8.00v 179.98 19,00 I 8 .00V 190.3 7 25.67" 8.oo~ 301.57 25.67" 8.00v 304.'11 11.11"" 8.oov 137.04 12.50-' 8.00""' 149.11 12.5ov 8.00+-149.16 12.50• 8.0~ 151.33 t2.5ov s.oo"' t51.37 16.50' a.oo" 209.88 '199. 00 v 8. 00,.,13273. 71 15.685-' 14.062 14.012 13.966 13.917 13.891 13.133 8.290 8.199 9.122 8 . .383 8.380 8.260 8.258 5.956 0.094 4.126/ 1o8o. n/: 3.162 1080.7.37 3.140 1080.749 3.120 1080.760 3.098 1080.772 3.086 1080.778 2.758 1080.793 1.099 1080.847 1.075 1080.953 I. 395 1.124 1.123 1.091 1.091 0.567 .000 1081.040 1081.053 1081.056 1081.1'18 1081.201 I 081.287 1081.287 4.709/0.00318./" •••• 4.964 0.00238 0.00278 4.972 0.00236 0.00237 4.'180 0.00214 0.00235 4.988 0.00232 0.00233 4.992 0.00230 0.00231 4.869 0.00213 0.00222 6.134 0.00062 0.00138 6.169 0.00061 0.00061 3.909 4.101 4.102 4.122 4.122 5.004 12.943 0.00138 0.00109 0.00109 0.00105 0.00105 0.00042 .00000 0.00099 0.00123 0.00109 0.00107 0.00105 0.00074 0.00021 ... 4.0" 5.0 ,I s.o"' s.o"' 2.5-- 4.0/ 15 .• 0" 0.0 v . .. 0.011 0.012 0.01.2 0.012 0.006 0.009 0.021 0.000 1.0"" 0.001 6.5"' 0.008 2.0"' 0.002 0.01 0.000 3.0 .. 0.003 2 .o"' o.oo1 O.Ov 0.000 ... 0.000 o.ooo o.ooo o.ooo o.ooo 0.007 0.033 0.106 0.086 0.005 0.000 0.142 o:ooo 0.085 o.ooo 1080.726./ 1080.737 1080.749 1080.760 1080.772 1080.778 1080.793 1080.847 1080.953 1081.040 1081.053 1081.056 1081.198 1081 201 1081.167 1081.287 -c.. ~? ~~ ~?f. 0 ~:z ~0 0 'r ~ -..._(J) I" 0 ~~ "' G) ~~ c '1J 0 l> r ~0 ':= ~~ 0 :z z 0 0 '1J -i 0 :z l> r ~ (J) ::><: 0 0 0 f1'l '1J )> G) m I~ 0 )> r 0 c r )> -i 0 :z 0 m z -i 'TI 0 )> -i 0 :z :z c ~ OJ m ::u ... § 0 il: (J) -i 0 :z m "' 0 ~ )>rtl rw 0~ c f1'l r ::u )> f1'l -i ~ 0 z z~ ::u (J) :z :J: G) 111 0 111~ -i "tt 0 ::u )> -i 0 :z •i' :. ()') ,. ()> :. :. ... .... :. N ... :. .... 0 "' .... "' .... .... .... (J> Stone l ~ebster En~ Corp "' Ul .... :. "SUB3600" Standard Step Method STA 0= MANN N= BOTTOH ElEV 3600 0.015"' Z1 yl .... "' "' N "' VI N 0 ID N "' SubcrJt&cal f)ow ALPHA= 1.03' ALPHAexp: 1.08v b BS N .... N .,. N "' N ... N "' N N / N 10-nar-86 'l N 0 ID "' yC slat oon 3+51 10.79 ft ../ .... (J> ... ... "' N 0 "' ID .... KEex1>= 0.21 v KEcont= 0.02 ./ KEalot= 0.13 ./ KEaude•p= 0.82 ./ KEwye= 0.0983 ./ KEentr: 0.15 ./' 0> -------------------------------------------------------------------- ... ... "' N - Pa~el AREA VEL VEl HI : R SF !lEAN dX HLF HLE HF HEAD : SF 3•51• 1068 .oo ~ 1078.79./ 10.7'/0v' 15.00· 8.oo/ 200.24'-./ 17.979,/ 5.421/ 1084.2111/. 5.226~0.00363~ •••• ... ••• ••• 1084.211" 3•55 1068.00 r 1080.02 12.020 15.00· 8.00• 222.04 16.214 4.204 1084.224 : 5.422 0.00281 0.00322 4.0/ 0.013 0.000 1084.224 3•60 1068.00/ 1080.06 12.058 15.00· 8.00 v 27.2.6'1 16.166 4.180 1084.238 : 5.427 0.00279 0.00280 5.0"' 0.01<1 0.000 1084.238 3•65 1068 .oo,., 1080.10 12.095 1s.oo .. 8.oov 223.32 16.120 4.156 1084.251 : 5.431 0.00277 0.00278 5.o"' o.014 o.ooo 1084.251 3•70 1068.00' 1080.13 12. 133 15.00" 8.oov 223.97 16.073 4.132 1084.265 : 5.436 0.00275 0.00216 s.o" o.014 0.000 1084.265 3•12.5 1068.00' 1080.15 12.152 15.00, 8.oo~ 224.30 16.050 4.120 1084.272 : 5.438 0.00274 0.00275 2.5,/ 0.007 0.000 1084.212 3•76.5 1061).00¥ 1080.52 12.522 19.0Qr 8.00•' 234.55 15.348 3.768 1084.290 : 5.280 0.00261 0.00268 4 .o ,/ 0.011 0.007 1084.2'10 3•91.5 1068.00"' 1082.96 14.956 25.67 .... 8.oo" 383.'12 '1.371 1.406 10$4.362 : 6.907 0.00068 0.00165 15.0r 0.025 0.047 1084.362 3+'11.5 .. 1068.00>" 1083.12 15.121 25.67V 8.oov 3811. 16 '1.275 1.376 1084.497 : 6.942 0.00066 0.00067 O.Ov 0.000 0.135 1084.497 Q/2= 1800. 3•92.5 p 1068.00" 1082.82 14.823 11. 11 • · a. oo~ 114.44 10.31'1 1.786 1084.609 4.212 0.00159 0.00113 1.0 ~ 0.001 0.111 1084.60Y 3•99 1068.00' 1083.19 15.187 12.50 / 8 .0(),/ 18'1.84 9.482 1.438 '1084. 625 4.428 0.00126 0.00143 6.5 v 0.00'1 0.007 1084.625 4•01 1068.0QV 1083.19 15.191 12. so.-8 .OQo/ 189.8'1 '1.41'1 I. 437 1084.628 4.428 0.00126 0.00126 2.0"' 0.003 o.ooo 1084.628 4+01 • 1068.00v 1063.41 15.413 12.5o·· s.oo>" 192.66 '1.343 1.3'16 1084.809 4.447 0.00122 0.00124 o.o"" o.ooo 0.181 1084.809 4•04 1068.00~' 1063.42 15.418 12.50/ 8.00 .... 192.72 9.340 1.395 1084.813 4.447 0.00122 0.00122 3.0"' o.oo• o.ooo 1084.813 4•06 e 1068 .oov 1084.20 16.198 16.50/ 8.00./ 267.27 6.735 o. 725 1084.923 5.466 0.00048 0.00085 2.0~' 0.002 0.109 1084.'123 POOL 1068.00 y 1084.92 16.'123 999.00 ./ 8. 00./16906.08 0.106 .ooo 1084.'123 16.368 .00000 0.00024 o.ov 0.000 0.000 1084.923 I ·~~ ~~ ' 9 C>z ~p 0 < 1-Ui ""'---0 '\. z ~~ C) ~ 0 c "'tl 0 l> r ~g ".r ~~ 0 z z 0 0 "'tl .... 0 z l> r ~ (I) "' 0 0 0 fTI "'tl l> (i) f'l ~ ... g 0 8: (I) .... 0 0 z l> fTI ~ !;0 c (') ~ r l> m l> ED .... r (I) -(') .... 0 c fTI z ::u - r ~ l> ~ z -1 (i) .... --, 0 ~ 0 z fTI l> ::u .... CJ) i o I Gl z rrt 0 z ...... 0 c , .• ::u 3: -1 "'tl ED 0 fTI ::u ::u l> .... 0 z ).{.: .~t ~~~ ·,~:' " " "' co ... N N N ......... I> .... N • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ N N N N N N N 0 ~ ~ ~ $ U • ~ N _ 0 ~ m ~ ~ ~ A ~ N -0 <D ClO .... "' Ul • t..e N 0 "' ClQ .... G> .... ... "' Stoot l Uebat~r Eng Cor~ ''SU83BOO" Standard Step Method Subcr-,t.cal flow 3+43 3•43• 3+45 3•47 3•49 3•51 3•51• 3•55 3•60 3•65 3•70 3•72.5 3•76.5 3•'11. 5 3•91.5 .. 3•92.5 ~ 3•9'1 4•01 4+01 • 4•04 4•06 e Q= MANN N= 1066.43/ 1066.60.1 1066.95" 1067.30" 1067.65• 1068. OQl 1068.0Qv 1068.00• 1068.00/ 1068.00' 1068.00' 1068 .OOy 1068.00v 1068.00' 1068.00-' Q/2= 1068 .oo ~ 1068.00 • 1068.00 y 1068.00. 1068.00' 1068.00' 3800 0.015 1081.45• 1081.42 1081.22 1080.97 1080.62 1080.06 1079.82 1080.61 1080.65 1080.68 1080. 72 1080.74 1081.08 1083.60 1083.17 1'100 / 1083.47 1083.84 1083.84 1084.07 1084.07 1084.87 AlPHA= 1.03 v' AlPHAe•p= 1.08 v 15.015 ~ 21.00 ./ 9. 50' 14.824 20.67/ 9.33• 14.273 19.25.; 9.00v 13.666 17.83< 8.67"' 12.965 16.41.1 8. 34"' 12.056 15.00· 8.00" 11.823 15.00 1 8.00' 12.611 15.00" 8.oo' 12.648 15.oo' 8.00" 12.683 15.00' 8.00>" 12.719 15.00-' 8.00' 12. 735 15.00/ 8.00~ 13.076 I'I.OOv' 8 .00' 15.601 25.67 v s.oov 15.771 25.67.1 8.oo"' 15.467 II. 77v 8.00- 15.837 12.50' a.oo .. 15.840 12.5o.r 8.oo- 16.068 12.50V 8.00" 16.073 12.50</ 8.oov 16.871 16.50./ a.oo" 10-H•r-86 yn alat ton 0•00 to 3+43 : 15.015 rt ,/ ~Ee.p: 0. 27 .,./ K£svde•p= 0.82 / 309. 74,( 12.268,/ 2. 524/ 1083.96(; 302.74 12.552 2.642 1084.066 : 287.88 13.200 2.922 1084.145 ; 271.76 13.983 3.279 1084.245 : 253.56 14.986 3.766 1084.381 ; 231.01 16.450 4.538 1084.594 : 218.63 !1. 381 5.066 1084.889 : 232.04 16.377 4.290 1084.901 : 232.65 16.334 4.267 1084.915 : 233.23 16.293 4.246 1084.929 : 233.82 16.252 4.224 1084.943 : 234.09 16.233 4.215 1084.950 : 243.64 I 5.5'17 3.8'11 1084.'167 : 400.48 9.489 1.440 1085.041 : 404.84 9.386 1.40'1 1085.180 : 182.02 10.439 1. 827 1085.2'14 : 197.'16 9.598 1.473 1085.310 : 198.00 9.596 1.473 1085.313 : 200.85 9.460 1.431 1085. 4'19 : 200.91 9.457 1.430 1085.503 : 278.37 6.825 0.745 1085.616 : / KEcont= 0.02 KEwyo= 0.0983 / 6.oo1/ o.oour/ •••• 5.906 0.00150 0.00145 5.780 0. 00171 0.00161 5.632 0.00199 0.00185 5.453 0.00238 0.00219 5.214 0.00305 0.00212 5. 396 0.00325 0.00315 5.488 0.00282 0.00304 5.4'12 0.00281 0.00281 5.495 0.00279 0.00280 5.4'18 0.00277 0.00278 5.500 0.00277 0.00277 s. 330 0.00266 0.00271 7.042 0.00068 0.00167 7.076 0.00066 0.00067 4.262 0.00161 0.00113 4.481 0.00127 O.OOIU 4.482 0.00127 0.00127 4.500 0.00123 0.00125 4.500 0.00123 0.00123 5.541 0.00048 0.00086 POOL 106(1.00 / 1085.62 17.616 99'/.00v 8.00'175'18.38 0.108 .ooo 1085.616 : 17.016 .00000 0.00024 KE•lo\= 0.13 "" KEentr= 0.15 ~ • •• ••• • •• o.o..r o.ooo 0.097 2.0 y 0.003 0.076 2 .a,; o.oo4 0.096 2.0"' 0.004 0.132 2.0" 0.005 0.208 o.o ... o.ooo 0.295 4.0"" 0.012 o.ooo 5.o• 0.01.& 0.000 5.0V 0.014 0.000 5.0" o.ou o.ooo 2.5 ,1 0.007 o.ooo 4.0"' 0.011 0.006 15.0. 0.025 0.0.9 o.o,; o.ooo 0.139 1.0.1 0.001 0.113 6.5.-0.009 0.007 2.0-' 0.003 0.000 o.ov 0.000 0.186 3.011 0.004 o.ooo 2.0.1 0.002 0.112 o.ov 0.000 o.ooo Pa~d ,. 1083. 96<fv' 1084.066 1084.145 1084.245 1084.381 1084,594 1084.889 1084.901 1084.915 1084.'12'1 1084.'143 1084.950 1084.967 lfl85.041 1085.180 1085.294 1085.310 1085.313 1085.4'19 1085.503 1085.616 1085.616 N - ~I ~ 0 ::u ?! a ~ ~ z ~ 0 < }§ ~ 0 " z ~<;)') ' (;) ~ ::u 0 c "0 - 0 )> r 0 """c "-r ~~ 0 z z 0 -0 "0 ..... 0 z )> r ..... )> (I) " 0 0 0 fTI "0 )> (;) fTI ~ ... g I~ 0 )> r 0 c r )> ..... 0 z 0 fTI z ..... "'11 0 )> ..... 0 z z c ~ ID fTI ::u (I) ..... 0 z fTI tll 0 ~ );:iofTI rm 0~ cfTI r ::u >ITt --~~ --0 z ZITI fTI ::u (1)-:I:~ fTI fTI -f 0 0 ::u "0 0 ::u )> ..... 0 z ;;+ ' "-. , <)) .. .. .. .. .. "' .. N .. .. 0 .... "' "' "' "' .... "' 11> "' "' .... .. "' .... .... N ... "' N 0 "' N "' N .... N 11> N .... N .. N .... N N , \ N N 0 "' "' --.... a> Ul .. .... N 0 "' .. Stone I Uebster En9 Corp 10-Har -86 ~: iCDO Cf5 ( n~o,o'\0 Pa~"l s : ().01 "SUB~OOO" S\andord Steo Method -Sut..crtttcal Flow --yn statlon o~oo to 3~43 15.87 f( ,_/ Q= 4000 ALPHAo 1. 03 / KEexo= O.Z7 .I t<Econt::: 0. 02 ./ KE•lo\= 0.13 v' MANN N= 0.015 / ALPHAuc-= 1.08 / KE: &u dexp = 0.92 / KEw.,~::: 0.0983 ,/ KEenlr= 0.15 / ------------------------~-------------------------------------------------------·-------------------------------SlA BuT! OM ll vi b es AREA VEL VEL HI : R SF MEAN dX HlF HLE HF ELEV HEAD : SF --·--· ---------------------------------------------------~-------------------~---~-------------------------------------------------- 5•4} !066.43 < 1 0~2. 30v' 15.870"' 21.00,; 9.so"' 324.54"'' 12.325./ 2.54QV 1094.849..1. 6.045~ 0.00l41v" •••• ... . .. . .. 1084. 84S v 3•43• 1066.60, 1082.28"" 15.680 20.67 J 9.33"' 317.58./ 12.595./ 2.660,... 1094.940 v. 5.954' o.oo1so/o.oou5./ o.o ./ o.oooJ 0.093-" 1084.940/ 3•45 1066.95 _. IOSZ.IO.r 15.145 19. 25 ,/ 9. 00/ 303.24"' 13.191~ 2. 918 .... 1085.013~ 5.844/ 0.00168) 0.00159./ 2.0.-0.003./ 0. 070./ !085.013 ,/ 3•47 106 7. 30' 1081.87 ./ 14.566 17.83./ 8.67-' 287.91¥ 13.893"' 3.237v' 1085.tOJv: 5. 717./ o. 00192./ 0.00190./ 2.0;1 0.004J 0.096./ 1085.103./ 5•49 1067.65/ 1081.57' 13.915 16. 41 ,/ 8.34.1 270.99./ 14. 761,/ 3. 654.( 1085.219./: s.S68v o.oonsJ o.00209./ 2.0 .. 0.004./ 0.113./ 1085.219¥' 3•51 l 068 .DO, 1 oe 1. 14 • 13.140 15.00" a.oo 1 251.46.1 15.907-" 4.243"' 1095.383../: 5.382./0.00273.1 0.00249v" 2.0 v o.oos./ 0.159./ 1085.3S3/ 3 ~s1 • 1 06S .00/ 1080.91< 12.909 15.00 i 8.00 .r 236.94./ 16. 882-" 4. 780" 1085.699•: 5.514~·0.00298/ 0.0028&/ o.o.,. o.ooo" 0.305-' 1085.689/ 3•55 l 06il. 00/ IOSI.46. 13.463 15.00" 8.00" 245.75/ 16.277"" 4.237v 1085. 700~ 5.549/ 0.00275./ 0.00296./ 4.0 .. 0.011-' 0.00()'./ 1085. 700" 3•60 1068.00· 1081.49/ 13.492 15.00.1 8 .QO I 246.20./ 16.247/ 4.222./ 1085.714 '{ 5.550.1 0.00274 .... 0.00274"' 5.o.-0.0)4.1 0.000/ JOSS. 714 ./ 3•65 1069 .00• 1081.52< 13.520 15.00' 8.00 i 246.64.1 16.219./ 4.207-' 1085.727--". 5.551,( 0.002731' 0.00273,( 5.o"' 0.014"' 0.000 v 1085.727./ 3•70 1068.00< 1081.55.1 13.550 l5.oo; 8.oo, 247.10,. 16.188"' 4.191./ 1085.741 /; 5. 5521 0.00272./ 0.00272"' s.o"' 0.014" o.ooo ...-1085.741 ,/ 3•72.5 1068.00.t 1081.56.1 13.564 15.00 9.00' 247.32"' 16.174" 4.184 ... 1085.748/: 5.553./ 0.00271./ 0.00271" 2 .s.t o.oo7"' o.ooo"' 1085. 748,.., 3+76.5 1068.00· 10SJ.85' 1}.847 19.00/ 8.001 255.61./ 15.649./ 3.917" lOSS. 764/: 5.370/ Q.00265/ 0.00268V 4.0 ... o.Oll" o.oos~' 1085.764<~' 3•91. 5 1068.00' 1084.391 16.393 25.67.; a .oo.l 420.81,/ 9.506/ 1.445,.., 1085.938V: 7.199./ 0.00066V 0.00166.1 15.0.1 0.02Sv 0.049,/ 1085.8381 3•91. 5 w 1068.00-r I 084.56" 16.561 25.6 711 s.oo/ 425.12/ 9.409..-' 1.416./ 1085.977....: 7.231..-' 0.00065,10.00065 v o.o./ o.ooo" o.JJ9,/ 1095.977" 012= 2000. 191.32./ 3•92.5. 1068.00./ 1084 26 v 16.258 11.77" a.oo' 10.453"' 1. 833,/ l086.091V: 4.320" 0.00158" 0.00111 v 1.0~ 0.001" 0.112./ 1086.091 3•99 1068.001 1084.63.; 16.626 12.50/ 9. OO" 207.92" 9. 623.r' 1.481.1 1086.107--: 4. 542-' o. 00125/ o. 00142 ,/ 6. 5.., 0.009 .. 0.007/ 1086.107v' 4•01 1068.00 •" 1084.63 1 16.629 12.50 ,f 8.00/ 207.86 j 9.622" 1.481/ 1086.110./; 4. 543" 0.00125.1 0.0012Sv-2 .o" 0.003" o.ooo"' 1086.110 v 4+01 • 1068.00• IOS4.86" 16.856 12.50 ,f 9.00" 210.70 ,( 9. 492./ I. 441 "" I 086. 2'17 v: 4.559' 0.00121/ 0.00123" o.ov 0.000,., 0.187>" 1086.297. 4•04 1068.00/ 10S4.86' 16.861 12.50 ,( 8. OOv 210.76" 9.489./ 1.440 .1' 1086.301...: 4.560.1 O.OOI2JV 0.00121"' 3.011 0.004 J O.OOOII 1086.301" 4•06 e 1068.00" 1085.66>' 17.662 16.50 .... 8.00' 291.42 v 6.S63._; 0.753"' 1086.41SV: 5.623 1 0.00048-" 0.00095" 2.0" 0.002" 0.113 ,f 1086.415 ... POOL 1068.00/ 10S6.42 ·/ 18.415 999.00 .I S.OO• 18396.59./ o.109/ .oao / 1086.415 vf 11. 760' .00000 v 0.00024 .... o.o ./ 0.000 ,/ 0.000/ 1086.415 ... - ~ .. ~ .....___c.. ~~ '""' 0 a il \::tl ~ ~ ~9 I:> z ex. ~ 0 :s ~s !'c. z (') ~~ )> ' C) r c ~ (') c: c: "tl r )> -t (/) -t 0 z 1'11 "' (") ~ )> 1'11 r ~ 0 (') z )> 0 r 1'11 (') z c: (). r -t '.l> , ~g (') )> (")-t c: 1'11 r::tl )> 1'11 -1 ~ --oz z~ ::tl z -t 0 z z 0 z c: 0 ~ "tl [I) -t 1'11 -::tl 0 z en -::r: ; ITJ (') rno --f :g 0 ::tl )> -t )> 0 r z -t )> (/) "' (') 0 0 1'11 "tl )> C) 1'11 I~ z 3 4 6 7 8 9 10 II 12 13 14 15 16 17 18 19 zo 2 I 22 23 24 25 26 27 28 29 30 31 32 :n 34 35 36 37 38 39 40 41 42 43 44 46 A 5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION g. GROUP CALCULATION NO. OPTIONAL T~SK CODE PAGE 4-0 # 1'5~nn no H a 1~ ~ ~ ;::;.,....., ./( l're. /'a a/ ~If' , .. f,·., J--1 E /,." Fl~w v' /u/1,7/ joo ,/ /07.J'".J). /OoD ' -JoB' I ./ /D7'f. '/8 .:;( odo I I 08) / I o BJ, l.'f 2roa / 1 oa..., v ;ogl/, '12 ){,<Jv /1 . 1 o a 3 ;a & r, t 1 3 fj cJO / ' / / I o 8 2 I ' I ..,/ /0 ;(. ¥1 'f()tJO 1 l I i ,/ ' I ;u fi/ I EL ~ v j I _l I l / () t/0 I / ! I i I" 7 'I I /IJ 78 II I f-~ I I I I I I I ;u77 I I I I I I I I..; 7 C. i ·-· I v i I /0 7) l I i I I I I I o 7 Y I I I I ' i ! I i J] I I ! I 7').. i / ; I I 0 7 I I i i I ! I c 7o ------~--~--~------~~- ' I ' I (0 c 1 ·-+ ----: 1 o (. f· ~----~----~ j j -----------~ ~---~~-- -. . ' ~ • v .. ~<. ·_":' c '-" . :::.-/ . ( ~ . ~ I - A-5010.64 iFRONn CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE cuE NT s. PRoJEcT H n ) AU>DlfA Powt:r.; AvTHORl1Y-6RADLE:Y 1.-AlfE I YOROELEm1c. rTNVECi CALCULATION TITLE (Indicative of the Objective)·. R,p RAP Ds-st&AJ-BnNrr Acrtoss PooL PROM OwEIDIDtJ TvAnJEL ExtT PAGE l OF 14 QA CATEGORY (V) 0 I-NUCLEAR I I / J J. 0. OR W.O. NO. # 15.soo.oa CA LCU L AT ION IDENTIFICATION NUMBER DIVISION C. GROUP H CURRENT CALC. NO. 02.1 OPTIONAL TASK CODE SAFETY RELATED on: om 1:3. ,\JJA OTHER OPTIONAL WORK PACKAGE NO. * APPROVALS-SIGNATURE E. DATE REV. NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW *CALC. NO. *REQUIRED (v') PREPARER(S)/DATE(S) REVIEWER(S)/DATE(S) REVIEWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO 0 DISTRIBUTION* I 1 COPY I I COPY GROUP I NAME €. LOCATION I SENT GROUP I NAME C. LOCATION I SENT I (V) I I (V) RECORDS MGT. :FIRE ftLf-hNQ't\ORF\G~ v I I FILES {OR Fl RE v I I FILE IF NONE) 10R\G.-"JoBSI\. Rt.z. 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 ! 1 I REVISION PAQE 0 2 OF I+ QA CATE90RY /CODE CLASS Nfl OBJECTIVE OF CALCULATION De-s16-N Rl-P RAP oN Tlt6 BAtJr ACrr~s ntc-PooL pto11 n-tc- 0 IVERS/O(Ij -1 VNNEl-EXIT po(e A D I VE7?.5101V T7JNAJEL f?uE!i}E 0 F 4000 Cf5, CALCULATION METHOD/ASSUMPTIONS 0S!V&-11tE VEUX(ry r--n mE 1lJhJ~EL EXIT FoR A PLOW OP fOOO C5j'". / lltE EC{OMlOtJ F'R0/1 rtc-r CD FO~ VEWCITif) /U A D!FfVSW6-Pt.. AN~ fAtAU.EL fRtb ver r.s \J)GD TO EST1!1ftTE )HE 1!'1PtN&AJG-vaocrTY. Tftt:_- REF. ® OEStG-N crrfrRT IJ 1JSED TD s rzc n-tG. RrP fffrP. Cr~oo.sf'" Pl \\W ~~p srz.s fROM TrtE IYPt;) t)VAlLPIGLE Pll TltE Jl>BSI"TF /=,No ···)-t---·~-LS---0 ~D-E-51-crN_~~-~E---DD_I_NG-_1.-A_yc;--R_TD_P_R_G-~Em"--F-/L_~_~_/ AJ-6--LLJ-55_D_F __ ____. SOJL I SOURCES OF DATA/ EQUATIONS 1 CD H"rvoaootr OF HYOr?n\JLic {rcslsrnAJcE ~ Dw&.-/1 f)llJ Dtttt O'vbf?)JOAJ, BT' I,E.IOEL'CH!tl 07.=.-'NE!rPrL!1R.RfW&G!1CJVT) PrtilSE]" I5rtf>\Et... P~oGR~rt fO~ 5c1EAJT7FlC Tf?PrtJSLDl71DNS )5500-FY-/31 A '~c.c. (f) owG.-'j\f>lJN Dnt1 01'J~SJoAJ, .. 2. SroN~ 5rn6rurr (Hl'\NAJa It1P~OVEt1eAJTJ PnflSE I 0 vaocn-r vs S'WtJG DifV1~ \5500-f'1'-/33A ) ~ r\'(ORI\IJUC /£:161\J CtiMr 712. -I @ H YDRF\ULLC c~u:. 0 17 ( v .0 IS~OD) ~ [-\Y0ttf1~UC 0816-f\J 0(11:;R'A_ 7/2-1 , ® HYORF\UUC (}.u .olO ( v-0-1550o") <r:: u,s.f1~r Y CoR~. oF EN&IAIESl5) AvG-1~70 : (7) SmNDAROS fWD sPa:IF1<:Ptnot05 FoR SOIL ~cs!OAJ CONCLUSIONS DESI&rv or ~\PRf\P : ~~~,t~o~~1{~:-~~~~~~~T7~~t~~W; 'JU.-1 1975 ® \3RPIDLG'l' /..!Vf£: HYP.tOa,e('Tl{( P~OJEtT I ~.o DoroMa>'T.S fOR lltE" SI'TE'?R~A~Pmo~ Co~mH.T . VoL..2.A, T&CI1NIC/'IL S\'SCtFICfrW~5 MAR, 1~8c.. REVIEWER (S) COMMENTS PRE PARER DATE REVIEWER /CHECKER DATE INDEPENDENT REVIEWER DATE .... 501Cl65 J.O. OR W.O. NO. STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE _3_ ~ 15.SQQ.08 H 02.( 2 4 5 7 a 9 10 II 12 13 14 15 1& 17 18 19 ). :~ 22 23 24 2& 27 28 29 30 3 I 32 33 34 35 3& 37 38 39 40 44 45 46 CP\LCVLATID~ fr.JOBX ITLE PA<:r<=--------------- CAU::\JU\T/0/V SuMMf\R'\' --------- CP\t..CvLATIOAJ INDEX ----------- StlETOi~CAL-C.UlliTJVIJ Of Ml"-3. SfDIVE St"ZE"-- TYPE) OF R\PR~P AVPI\LA6L(; F1T THe JOestrs --- Cl1oltE or ToP & ~DDI N~ LIWER RWRf'l~ TYPe-) --- THtctrNE55 ot= E'P!cH LAY~--------- .5oiL GRf\DfrlT10~ CJRvt; FD!t ~EDDI~& LAYe-R 0ESi&N -- fr1TACHMeNT ; fu:r. @ --------- PAGE I 2. 3 4 5 (, 7 B 9-lt ~ ..... (: .· ·.: . . ~·· r::::;:- ,;-;. \' ~-- Cf:J/\t~ .J..:J7ovCi& ------- ,..,. '.:-· ·.·.·~ . . ;~~~ :. (' / , , .. , .· / & 'J ,,-'' i ' -~ /,/ ,' ,/''- / / / 0 II) !? ' / / / , II) II) S? I I I I ( ' / I / / I I / ___ , /' \)JP\\6\ @,'. '- 6-1oc.7Bf.. 'WOO c~ I I I I , / / : (~r.~) CALCUL-ATION SHEET .... 5010.65 1 1 r\ A n "' ~ •' ~ 1 CAlC U l AT lj 0 N iDE NT IF I CAT I 0 N NUMBER C,\LCULATION NO. !OPTIONAL TASK CODE DIVISION £. GROUP PAGE_±_ . o s I H ~;o~J ',,~'oao-• ---E_,.\ST o:c-?OttJT X £XC ,.\VAT :0: 1 -J F X p(.S 13EDRGCK ONLY -EX(,\'J;\ 1 ~ 'TO .i:YJ'')SE R:-;)K2'--.<, (J' 1: L. 1060 (TO[ nF '.:._OP:C: J T~· t:.L-10r'3l): J,)i' or SLOi'E l 02-l -\ !1~ VRP\VJI NG-TD lliG Lf::;-v-1 I) PRO/i_ Rm Q) 2. tt). f1 ntt;O~cCT/CAL 01FFU5/0tV 1/JTV T1-tG POOL \-i)f\. llt"E I)J~ 81T7/JG- lltE 11J!VNG"L IS Sl-tOUJ!J. TH1S I) (j tTSG'D 0 N REI-CD ) p. 4+{ I \)G.LOC.\1Y of 'A)Krt:~ Lk~ltJG-~ ll) 1\l ~a @ Q ~ 4:-tXX) CFS 1 S V ::. I 9 .) FY'ste fER Rer.@, o . Si:P'Il£.D D.STf\NCE PRDM TVtJIU EXlT ~ ~ Rlf RAP 15 2.90 ft=cl. fER Rrr.(D f. Lfk\ : ) h-1-z._ / Va eo:.'S <£1 +0.4( W~E Vo ::.\)GLOCI1'f@ EXlT Vn = \)~ COC In @ DlSI. S S = D1 ST. Ff?ort EXIT o<-..'.:: o.o~ do'~ Hf\t...F WlOTrl oF I TV IT7 PIL S€Cf]01J (P~ DIT., P4-00j S11GTCH OIJ PA-Jtl IS /~CO~tEC-:9 FoR 5=2~0ft:n: \), -:_(18.5)Q(o.D9~~~ [21 z) t0.1\! '~f 1 sh'i I ==f> \'3 rr6cc Frto11 Rl::r.® [f1TI11{H<?O 1 P.-1~] FOR HIGH llJ~6VL~CG' ( 5DLU~6-OP\StN) 1 0.,;: /b5JtF 6. VPtw -13 PrfiEC D:o =-2.15 FT-~ . I ~~Y, Dso= L~11 I 1 Sc~L-E; \OOff. I Dl VERSiON ~ [ \JJso(t111J) ~(ftt(t3'J3/17Z8 I/65 lloff1J) = t3SO LB.) SEE ~P.5 -7 ~R Ct-\oiCt: ot=-R\PRf'll' ov!E~ P!ND \J~D~ u:w E'R IYPE5 MJ 0 -n-t I C n - NEsses. ~) j 2 3 4 5 G ., 8 9 10 II 12 13 14 15 lG 17 18 19 ) :~ • 22 23 24 25 2& 27 28 29 30 3 I 32 33 34 35 3& 37 38 39 40 )" 42 43 44 45 46 .t.S010.65 STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 5 I55oo.os H 02./ -YP£S OF JDS51Te ARr;(1!VcAJ 11J ·Re-f.@,0lV.2.1 SeCi10~ 0 2. ) . l P, I HE CLASS I f1Cft1101J 77"il3lE IS irr=:-PR>oovccP ()CLOW AfllD \)51A.J& E:QVIV~L.8Jr SP1t51P/CitL S IZ!:;..) f'lND fl ~OCfr UJE/6-ftT c'JF lt'05. lo/ft3 ) Tit~ CD/tlttsPOAJDJA)().. DI"MbTeRS f-\RE" CPILCVLI(re:D : D = '~ 20 w . B)~ \AJ ll) L..fl~. C I ij lllctniJ Table B RIPRAP CLASSIFICATION SCHEDULE Wr..o 1 \N 1oo Gradation Limits We I Weag t 1 Dso Maximum I J)too Minimum ' Do· Type (lbs} I ~IIJ·2 Weight I (nJ.} Weight I LJ»·2 I ' I I I SO% I I I Larger I ' I I I Than I I I Outer layers I I / I ./ A 2000 I 3+-2. 2500 I 3(;,.& 1500 I 31·1 B 1000 I 2.7.1 .,/ 1350 : >o.o./ 650 : 23·5' c ··z:,:s ./ -. .. ··:-r-2.1.5-.... I 1 '\.1 500 I 650 150+ -D 250 17·1 ./ 325 J 16.7 ~ 175 I 15.'2.. E 13~~ ./ -15.2.v 125 I 175 I 100 I \'C.& Stone Protection : I I 125 I j3.(a N/A I -N/A 1 - Underlayers r---· --t--- l 17./ . ' I 175 I F 250 325 I 19.7~ 15':2. G 70 I UJ,."' 100 I l'Z..~. 40 I ~ .'2.8 H 25 ;7.~+ 40 I ~.2.8 10 I s.gs I I - . 2 3 4 5 6 7 8 9 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET 4 5010 65 CALCULATION IDENTIFICATION NUMBER J. 0. 0 R W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ # 15500.08 H 0 2., rROt1 P. 4) THF R~QUtf?eD !1UJ1t71Jt1 STiJAJE Stze 15 Dso:: 2G'' &: Wso= gBOl-B, \)y INSftCT/OAJ OF THE" RtPRfrf TYPG""J ON ~.5 , THe 11/tJ111V!1 AVfriLA/31...£ R 1 p Rill' T1 Pe:: l1111T ex C S~::-()5 111 G R e G VI R E1l SIZE" Is I TYPE B ·I Ia \2fEDOJ N& LAYeR~ II 12 DB7G--IV A r£1>1>1AJo-U,Y~ TO PRt:V&"VT LOS~ OF THE f!WTEl~ ~OIL 13 15 17 18 I~ OIJ{t. llR81'. )11\JCLUDGJ) ft5 ij'. 8 OF-17175 C!rLCVckrJoJJ( 19 ) . 20 2 t 22 23 24 25 26 27 29 30 31 32 33 34 35 36 37 38 39 40 ) 41 ··v 42 43 44 TRY 1YPE H AS A BEDJ)J/JG-l.A;'(f;'i\ flND C'HFUT 51ZtAJ6-BY ? . )~.03 Of ~Sf. (J) : o,!" roPRI'IP L... 5 ANn n5 FIL@ ~ c Oss-ftL~ -D&s C)P!SE ---' Trts T'(PE H ~f\PfTT70N cu~ve-!V/t5 ~OED ~ P. _a_ USIAJ6-Do1 Ds-o, TrtF C:JtfrRi OtJ p.5 foR. Drs-&-Dt~ Vf'1LU8 t=oR THE" RlPftrr~; AND cowv~TJ~G-ro m M ( 11~.~ 25,4-mM) ) f1N.D PJctnAJcr oPF T!iE" D,s- ~ Ds5 VP\LVE) Ft>R T1tF Sf)/L PRott P. _8_ &1Vt?5 ~ 1YPE B 1'\'PE H 5o!L G2.4-105 o . .q--J.o Oss (fl\0')) 7tO 22.(, 35-!DO O,s Tff'E 13 = G2t:: 2_.?G < 5 Q.lf. D 8'5 T'(PE"" H : ZZC:, D,s iYPS H = lb5 = L.?( < S rl'l K"" OIS Sou.. = 35 ' , v. '' . 45 C.'. FOR \)<=DOING-~Ye:R , OSE" Tf?f; H. [ 46 L-------------------------------------------------------~ ) 2 3 4 5 6 7 s 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 35 36 37 38 39 40 )" 42 43 44 45 46 ... 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ u 155oo.os H 02( \H!Ctf AJESS Of EfrC ~ LAY{;;;;~ ! ITE"t1 GC OF P. _II_ G-IVE:5 A D£S/61J THHf7AJ65S OF 2Dso Mkt OR ),5 D1oo MP« 1 W~ICH818t IS Gt8f7FR 1 FOR. ~ 17i IC!rAJ65) tJF ~( tt LAYG. R. , V 5/ AJG-l1t15 CRt fE"RIO A) A1W RvUJJJOJG-n T1t75" ~WesT O~Z5 1 :. - foR THe-~ (o~) '-AYS/t : --2 Dso =-2-(27.1 ') =-51".2" ..,......,..._ \.5 Dtoo _~ [,5(30) = 45' 'fOR TYPE" H (BCDDIAJ&) LJ'\Y61t ; 2. Dso = 2.(7.~+)=-\5.9 "d-<!!-8)VeR~S ,.s o,;, = '·5( ~, zg) : l3. ~ ,, __ use-1.25 '-nt,tn»ESS OF-Tl'~ H -L()~DI~6-) LAYf.R. v T1P€ H: Oo :.5.~ ''~ l.tfl D50~ 7·'1f:: 202 Put= ~.25',. CJE> .'-..._/ U.S STANDARD SIEVE OPENING IN INCHES 90 HYDROMETER T 0 -~·-1 I I I -1 +I I I ! 110 80 90 100 ~oo · too ~o 10 ~ 1 o.s 0.1 o.o~ o.o1 o-:oos 0.001 GRAIN SIZE MllliMfTfiiS $AND M(OIUM IINf COUlU SILT OR ClAY CUVfL CO .US! fiN( 1'\ h3 "aOJtCl BRADLEY LAKE S.....,.,lf NO NAI W'4 ll IUif 01 DVTH Sa. th.!lsa & Kachen~ak Delta AltA loOtiNG NO Rf'\rrr.w Ar:-ea Mr. /, uKADAHON t.:UI<Vt:> NPQ I DATI 2 Nov J.L 80-CPS-62 7 .. .. l!f\.o.cuwtHo--.H.o ,,".unto1.w•"c .. ,soawun r~ cot: .OI'V/-z .IJ~ -z. 1' /II_ L/..s:e .,.,. -h,EJ...r ) . 7 {;..~ ~·~ ~J-u,/(n 1;, 8~~ ~o/ (}<./ -J4i' '7 )x-o£, · ,;~ :,R,~ ~.,...:! :=d;~/7:::.. "' ... ENG FORM 208 7 l ..... ~ 0 l -all .. .... .. ., ......""" ~ t-" Ul U1 0 c.::> 0 co .... X: () w ~ >- Ill) ,. - .:l> r lr.. ~t; Q N c::o ..,.,.. ..... ) II 15.500.08 HYDRAULIC DESIGN CRITEHIA SHEET 712-1 STONE STABILITY VELOCITY VS STONE DIAMETER l. Purnose. H;ydraulic Design Chart 712-1 can be used as a guide for the selection of rock sizes for riprap for channel bottom and side slopes downstream from stilling basins and for rock sizes for river clo- sures. Recommended stone gradation for stilling basin riprap is given in paragraph 6. 2. Background. In 1885 Wilfred Airyl showed that the capacity of a stream to move material along its bed by sliding is a function of the sixth power of the velocity of the water.l Henrx Law applied this concept to the overturning of a cube, 2 and in 1896 Hook~ illustrated its application to spheres. In 1932 and 1936 Isbash published coefficients for the stability of rounded stones dropped in flowing water.3,4 The design curves given in Chart 712-1 have been computed using Airy's law and the experimental coef- ficients for rounded stones published by Isbash. 3. Theory. According to Isbash the basic equation for the movement of stone in flowing water can be written as: where V = velocity, fps C = a coefficient g = acceleration of gravity, ft/sec 2 l = specific weight of stone, lb/ft3 s r = specific weight of water, lb/ft3 w D = stone diameter, ft (1) The diameter of a spherical stone in terms of its weight W is Substituting for D in equation 1 results in 712-1 Revised 9-70 ) ) ) ) ) # 155QQ.08 LJ\LC. # 021 PAG-S lO (3) which describes Airy's law stated in paragraph 2. 4. ExPerimental Results. Experimental data on stone movement in flowing water from the early (1786) wgrk of DuBuat5 to the more recent Bonneville Hydraulic Laboratory tests have been shown to confirm Airy's law and Isbash's stability coefficients.7 The published experim~ntal data are generally defined in terms of bottom velocities. However, some are in terms of average flow velocities and some are not specified. The Isbash coefficients are from tests with essentially no boundary layer development and the average flow velocities are representative of the velocity against stone. When the stone movement resulted by sliding, a coefficient of 0.86 was obtained. When movement was effected by rolling or overturning, a co- efficient of 1.20 resulted. Extensive U. S. Army Engineer Waterways Ex- periment Station laboratory testing for the design of riprap below still- ing basins indicates that the coefficient of 0.86 should be used with the average flow velocity over the end sill for sizing stilling basin riprap because of the excessively high turbulence leveg in the flow. For impact- type stilling basins, the Bureau of Reclamation has adopted a riprap de- sign curve based on field and laboratory experience and on a study by Mavis and Laushey. 9 The Bureau curve specifies rock weighing 165 lbjrt3 and is very close to the Isbash curve for similar rock using a stability coefficient of 0.86. 5. Application. The curves given in Chart 712-1 are applicable to specific stone weights of 135 to 205 lbjrt3. The use of the average flow velocity is desirable for conservative design. The solid-line curves are recommended for stilling basin riprap design and other high-level tur- bulence conditions. The dashed line curves are recommended for river clo- sures and similar low-level turbulence conditions. Riprap bank and bed protection in natural and artificial flood-control channels should be de- signed in accordance with reference 10. 6. Stilling Basin Ripra~ a. Size. The W5o stone weight and the D50 stone diameter for establishing riprap size for stilling basins can be ob- tained using Chart 712-l in the manner indicated by the heavy arrows thereon. The effect of specific weight of the rock on the required size is indicated by the vertical spread of the solid line curves. b. Gradation. The following size criteria should serve as guidelines for stilling basin riprap gradation. 712-l Revised 9-70 (l) The lower limit of W50 stone should not be less than the weight of stone determined using the appropriate "Stilling Basins" curve in Chart 712-L ( ( ( ,.:'_ I # 155QQ.08 OlV.-H CALC-# 02.1 n c. (2) The upper limit of W50 stone should not exceed the weight _that can be obtained economically from the quarry or the size that will satisfy layer thickness require- ments as specified in paragraph 6c. (3) The lower limit of W1oo stone should not be less than two times the lower limit of W50 stone. (4) The upper limit of W100 stone should not be more than five times the lower limit of W50 stone, nor exceed the size that can be obtained economically from the quarry, nor exceed the size that will satisfy layer thickness requirements as specified in paragraph 6c. (5) The lower limit of W15 stone should not be less than one- six teen th the upper limit of W100 stone •. (6) The upper limit of W15 stone should be less than the up- per limit of W50 stone as required to satisfy criteria for graded stone filters specified in EM 1110-2-1901. (7) (8) The bulk volume of stone lighter than the W15 stone should not exceed the volume of voids in the revetment without this lighter stone. Wo to W25 stone may be used instead of W15 stone in cri- teria (5), (6), and (7) if desirable to better utilize available stone sizes. Thickness. The thickness of the riprap protection should be 2D50 max or 1.5Dloo max , whichever results in the greater thickness. d. Extent. Riprap protection should extend downstream to where nonerosive channel velocities are established and should be placed sufficiently high on the adjacent bank to provide pro- tection from wave wash during maximum discharge. The re- quired riprap thickness is determined by substituting values for these relations in equation 2. 1. References. (1) Shelford, W., "On rivers flowing into tideless seas, illustrated by the river Tiber." Proceedings, Institute of Civil Engineers, vol 82 (2) (3) (1885). Hooker, E. H. , "The suspension of solids in flowing water." Trans- actions, American Society of Civil Engineers, vol 36 (1896), pp 239- 340. Isbash, s. V., Construction of Dams by Pumping Stones in Flowing 712-1 Revised 9-70 I \ ) ) # 155QQ.08 D1V.-H CPJLC. * 02.1 Water, Leningrad, 1932. Translated by A. Dorijikov, U. S. Army En- gineer District, Eastport, CE, Maine, 1935. (4) , "Construction of dams by depositing rock in running water.' Transactions, Second Congress on Large Dams, vol 5 (1936), pp 123-136. (5) DuBuat, P. L. G., Traite d'Hydraulique. Paris, France, 1786. (6) U. S. Army Engineer District, Portland, CE, McNary Dam -Second Step Cofferdam Closure. Bonneville HYdraulic Laboratory Report No. 51-l, 1956. (7) U. S. Army Engineer Waterways Experiment Station, CE, Velocity Forces on Submer§ed Rocks. Miscellaneous Paper No. 2-265, Vicksburg, Miss., April 195 • (8) U. S. Bureau of Reclamation, Stilling Basin Performance; An Aid in Detennining Riprap Sizes, by A. J. Peterka. HYdraulic Laboratory Report No. HYD-409, Denver, Colo., 1956. (9) Mavis, F. T. and Laushey, L. M., "A reappraisal of the beginning of bed movement~ competent velocity." Second Meeting, International Association for draulic Structure Research Stockholm, Sweden, (10) l See also Civil Engineering, vol 19 January 1949), pp 38, 39, and 72. U. S. Army, Office, Chief of Engineers, Engineering and Design; Hydraulic Design of Flood Control Channels. EM lll0-2-1601, Wash- ington, D. c., 1 July 1970. 712-l Revised 9-70 ( ( l '--<- i ~ "---.. ~ 1000 800 "'t f/JJ ?(7& ~ ~ HIGH TURBULENCE ~ IS$-1/ '7L 600 {STILLING BASINS) " 'liS ~ /U -1-I .. l()S .I I '/V/f7 ~ ~ I / ~ 400 I l l" I f 1 / '// 300 I 200 I l {l()S / //. '/ 11 I 1<. IIJ--1'7/- / I I 'II I ~ tu-~ '//// I I I I I I 1.1 ... /JJ •AU//, l us ( /"li/// i/i/ 1/ I I Ill II ~ IJS--::i;@V 100 Ill I I It til I I -j/;,W 110 /JJ }~ 14$ 1<. IJS ~ OW TURBULENCE 60 -t-16S ~ (RIVER CLOSURES) _ -/IS " I -l(IS ~ /,ij - 40 I I -~ ... /-·/-· H C/~ Ill ..J ~· % !:2 ... ~ ,.. z 0 ti; 0 "J"' :l :> l ~ J JO ~ ., .,£, 20 l 1/ II lllll/11 II II I I I 111111111'~ ,~'''''''' l.O z.~ $ 1.6 8 6 10 14 18 AllER AGE VELOCITY, F PS SPHERICAL DIAMETER D$oo fT BASIC EQUATIONS WHERE: V • VELOCITY, fPS v -c [z9 C's;:w)rz (o5orz ) 1/J 6W5o D~o"'(nl's Ts • SPECIFIC STONE WEICHT, LI!/FT l Tw • SPECIFIC WEIGHT Pf WATER, 6Z.S L6/fT 3 W~o • WEICHT Of' STONE. SUBSCRIPT DENOTES PE:RCENT Of TOT"L WEICHT OF MATERIAL CONTAINING STONE OF LESS WEICHT. 0)0 • SPHERICAL DIAMETER Of STONE HAVING THE SAME WEICHT AS W$0 C • ISBASH CONSTANT (0.116 fOR 111CH TURBULENCE LEVEL fLOW AND I.ZO fOR LOW TURBULENCE LEVEL FLOW) • ACCELERATION OF GRAVITY, F TISEC2 STONE STABILITY VELOCITY VS STONE DIAMETER HYDRAULIC DESIGN CHART 11Z -I (Sfl( CT I Of Z) FIE'/ O·H, 1-10 wu o-H ::Jt: J-0 Vl Vl 0 0 0 00 0 <. \ 9 I r) ::¢ 0 (\:) ~ Q w '-<~ 100,000 60,000 _ _/ _:__~ !o-IIJ-7) flt'=1 40,0001-HICH TURBUL(NC( ~ IJJ ___ LJ _ _ _ ":&: [-~ 60,000 ~ { /JJ I[ ---~~~ r= (STILLING BASINS) ~ 16J --F"f-/ 11. ~ /4} _.--'IL 30,000 ...... /OJ 6(1 1-~ -I; ., "... 7 ~~'1 I I I I ; I -+- IO,Ovv 8,000 t---+- 6,000 4,000 3,000 tt t-- ~ I I I I IIII~Ltttllllll I !=S=l=t=E z,ooo tmmmfllfmmfE£lltt1~E ·----11111111111 Dnt I~M ttnmtttllllllllll I I I l=tttl 0 IZ 14 10 16 ZO 30 40 46IZ 0 3.0 4.0 ~-0 0.0 7.0 8.0 P.O 100 AV(RAC( V(lOCITY, f PS SPHERICAL DIAMETER D)Oo fT . I ~"----J BASIC EQUATIONS WHERE: V • VELOCITY, fPS r. (T _ r )]1/Z 1/Z v -ceg ~ (o~o) ) 1/3 6W~o O~o·( TI'Ys 7s • SPECifiC STONE WEICHT, LB/fTl 1w • SPECifiC WEICHT Of WATER, OZ.~ LB/fT 3 W)o • WEICHT Of STON[. SUBSCRIPT DENOTES PERCENT Of TOTAL WEICHT Of MATERIAL CONTAINING STONE Of LESS WEICHT. D10 • SPHERICAl DIAMETER Of STONE HAVINC Tti( SAME WEICHT AS w 10 C • ISBASH CONSTANT (0 86 fOR HICH TURBUlENCE lEVEl flOW AND I.ZO fOR lOW TURBUlENCE lEVEl fLOW) • ACCELERATION Of CRAVITY, fT/SEC2 STONE STABILITY VELOCITY VS STONE DIAMETER HYDRAULIC DESICN CHART 11Z -I (SHE[ T Z Of Z) A[V 1·.)0 1 9·70 W( ~ 0 • ~ 1 ::t!: ~ Vl V1 a 0 0 co CJ <.. 1 .:L. I) ::D F; ~ a f\) ~ Q rn ~ I ') _) Cft<'"-J,.rr ~ ---~ USDA-SCS-Md / If~ 1-7 'July 1975"' and downstream from the point of tangency a distance equal to five times the channel bottom width. {Length= 5b). This riprap size shall extend across the bottom and up both sides of the channel. For erosion of tidal shores see the U. S. Army Corps of Engineers "Shore Protection Manual .. {20). Riprap The riprap shall be composed of a well-graded mixture down to the one~inch size particle such that 50% of the mixture by weight shall be larger than the d 50 size as determined from the design procedure. A well-graded mixture as used herein is defined as a mixture composed primarily of the larger stone sizes but with a sufficient mixture of other sizes to fill the progres~vely smaller voids between the stones. The diameter of the largest stone size in such a mixture shall be considered to be 1.5 times the d 50 size. The riprap size as shown on the plans and specifications or for other construction pur- poses shall be the size of the largest stone in the mixture, i.e. 1.5 x d 50 . The minimum thickness of the riprap layer shall be 1.5 times the maximum stone diameter but not less than six inches. The riprap shall extend up the b~ks to a height equal to maximum depth of flow or to a point where vegetation can be established to adequately protect the channel. In channels where there is no riprap or paving in che bottom, the toe of the bank riprap shall extend below the channel bottom a distance at least 1.5 times the maximum stone size but in no case less than one foot. The only exception to this would be in the event that there is a non-erodible hard rock bottom. The channel bank shall not be steeper than 2.0 horizontal to 1 vertical. The designer after determining the riprap size that will be stable under the flow conditions shall consider that size to be a minimum size and then, based on riprap gra~ations actually available in the area select the size or sizes that equal or exceed the minimum size. The possibility of damage by children shall be considered in selecting a riprap size, especially if there is nearby water to toss the stones into. Filter A filter is a layer of material placed between the riprap and the underlying soil surface to prevent soil movement into and through the riprap. Riprap shall have a filter placed under it when either of the following con- ditions exist: 1. The riprap is not well graded down to the one-inch size particle. 2. Riprap is placed on the side slopes of a channel and the soil is sand-size or finer with ,1 plasticity index, PI, less than :o. This requiremenL applic!; to slopes having this soil in len,;c:; or· layers greater than three inches in thickness. 39.02 .-.-..... ~ _) USDA-SCS-Md ·July 1975 A filter can be of two general forms. One is a single layer of plastic filter cloth manufactured for that express purpose. The plastic filter cloth shall be woven of polypropylene monofilament yarns and shall be equivalent to "Poly-Filter X" as manufactured by Carthage Mills, Inc. Cinncinnati, Ohio. Another is a properly graded layer of sand, gravel, or stone. The criteria for the design of an aggregate filter is as follows: d 1 5 Riprap < 5 d 85 Filter d 15 Filter < 5 d 85 Base in which d 15 and d95 is the size of base, filter or riprap material of which 15 and 85 percent respectively is finer. The base means the soil layer underneath the filter. The filter shall be graded down to sand-size particles. Riprap that is 12" and larger shall not be dumped directfy onto the plastic filter cloth since it may tear or displace the filter cloth. Instead, a 4-inch minimum thickness blanket of gravel shall be placed over the filter cloth or the riprap shall be placed directly on the filter cloth by hand or by the bucket of the equipment. Side slopes shall be 2:1 or flatter in order for the gravel not to slide down the filter cloth before placing the riprap. Soil Size Classification Soil sizes given herein are according to the Unified Soil Classification System as shown below. Soil Gravel Sand Quality Sieve Size Smaller than 3" and larger th<m #4 {Approx. 1/4") Smaller than #4 and larger than #200 {0.074 mrn) Stone for riprap shall consist of field stone or rough unhewn quarry stone of approximdtely rectangular shape. The stone shall be hard and angular and of such quality that it will not disintegrate on exposure to water or weathering and it shall be suitable in all other respects for the purpose intended. The specific gravity of the individual stones shall be at least 2. 5. Rubble concrete may be used provided it has a density of at least 150 pounds pe.r: cubic foot, and otherwise meets the requirements of this Standard and Specification. 39.03 . "'· .5010.64 IFRONn STONE E. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE CLIENT S. 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WE' ME1'1N THG" Oft1VI'1 E::sT/tf3U5ffeD G y R &... t1's \~Bt -5 coAJIROL >VRVEY ( fre'F. ®) 1 W H lCH IAJILl l3E uS E:D fOR. co~STR\JCTt ON PlJ~ pose-5 • fRevto05LY tJoAJe-Co~ f'S oF ENC11JE"'GR5 5URVe-( WORri, CARRIED Otrr GY IrecH, JJAJ A LotV~ OR:OER SURVeY, AND 11-tO\J(Ttt itt~DR6TlCAtLY HAVtA16-l7tc SA/ic OM'UM P\S R ~!1, w t-rr:JV 111Ei~ svRve< lV~ ~RRIED To Tl-tF' Ottn- SiTE ~RcA ( UJ!tc~G T1tt (Jfr(!S) OF PRe'>CVI COAJCr:::RN 11~rlj) THE \)e:NCt\(11\Rtr ELEVAT10N) t~ 1111rr V!CrN11f UJeftE: o.5G 1 ro o.se' 35 (O.s7' Ave) HIEHt.~ THNJllff f\~M F!GiJRt:S, WHICH IJJ/LL (}oVsfUv. 36 :n Trtc-Re-AJ,~e-) co e ELG"VPrn04JS (Irt;-at) 1AJ THE 0171'1SrTE frRtft 38 39 N f'G'O TD l>c AD 01JS i1:-r7 11 (\ &. 11 r s () .L P rJ . G Y 5 U 8 TR ftC T1 )}&- 40 41 Q.57', foR ~PomoAli\L Su~ve~ DAW!Jt(OviJ'D f~rORI1MrVJJ 5EE 42 43 NoTE) Tf\f18'J FROfl R~ <0 1)}\i/Cl-i f\Re-RePRODUCeD OA) f!ttc) 44 46 ( z 3 4 s 6 1 a 9 10 II 12 13 14 IS 16 17 18 19 r 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~ 4 STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET • 5010 65 CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE PAGE 3_ 02t DIVISIOHfl GROUP u J.O. OR W.O. NO. r 15800.Q8 LlN"AGE OF @Vse S7?rT70~ ITeo)tVG=S TD w"m SVRt?lCG 13-cl)lrTIOAJS ~ -See PA&G" -:sa foR l..OCM70IJ OF V/5 ~ D/5 (J1;Cf7.::), - I ,-ccH (__ c.O.E) 5UR\Jer D"IA fRof7 f)VIJcmJ/ /tltDAl tfc.l'/o (rr~(f), ATTlr(ltEV) · PP. 2.3- (l) I l2.) ' I - '' GAGE DATE: (?) (4) ~~~~ i (y) (7) Rw~ fuw, CORRCS-oF E:STZMftfED SVRVSY€0 @EST.~7£g.l ~NOIM& ELEV, 0'6-Pet \}MS WATERIGND· 11iiE OF Gt\6€: . pF CO~(tEC\ED oF DfW INTER5a1Joll OF SIJR~EY REP\01~6-0 GAfSf TO ~t...P.O. V/s G-Z-~o 1080 .45' : 5G2 CF5i jQG2.1 " !O&~~B:)'~ I06~.2G '/ i -:5:oo P./1 I D/S G-5'80 a:3of'.M. I l07G.&5' NOTES: (oL.(l) -Llx:AiiOO, 5€'8' p. 38 Of\ P,lB. CoLS. (z) ~ {t J-S~e-P . .2±_ COL. (3)-S£E P. 2.C, (3omt1 of fAet. (No~ TltAT t N TltEt~ ~et'oltT oF TliG GRf'li>Ler' LfrtH: W.S./:t...€VI'rTIOV.5 ON 11115 (feT~b""JJC(;1J flt&G Tr1GY rti)I}E MF\ De: m o.s7' CQe. --P> rJ .L.P.o. co~~tr:moAJ. f1Dove-} I lf7tVG 'S.'Tl'rtrfl:::-D N ilH V~CORtGCiSO co.&. Su~-y Gl-1AJ COL. (.tr} /t!U!J M!WF?.: TftE"" SAME C'O/i.tECT70N lfJ COL ,(g) I) (OL (5)-~-z= P. ((; . CoL. (&)-TliE cv~vE) l1tl'T REU\1F FLotVs n u.s.&.s. Gnat Hu @ ujs !. DIS ux~tnov; Af?c f~Of\ REF.(~ P\Nb ME GIVElJ OJ r-rrTMHrt8JT J,. fD~ IJ/S <l?\61;1 Q=562Cf5} IO,t,Z I /) /NTeftfOLJii11:1) fR'Ort T"'5lE p, _lL . Rrt D/) ~6'8 I Q~ 71i CF'5' +·ZD' 15 /N~Ci(POU\11?0 fROM. n-BLE P. _2.L . . COL (7) = (OL..(t) MI~O) COL(G) ~ NVti\)ER> itJ PA~~THE:SEJ fOR Tlts- 0/S ~G-e ,1\R-e AS5v!JSD Th GE C.OL.(8):: (oL(7JMlN\)) 057' To COR~t:CT t1D~e AtcVft'iTF, tN M'rOf?Of'rt.Jrr:,.. Wm1 Co E TO G L .r 0. Sc:~ P.t -·JJc 31) ---,.,. c NDIE AT THE ·"2>0Wt·1 Of r, 7 ~ p 2..~ A~ ::_);,T/Dt"1 . ) tllf ~:~· .....,;. 2 3 4 s 6 7 8 9 10 I I !:! STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET 45010 611 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION So GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE .....G._ 'I 15800.08 H 02'1- tLDT or B~f1DLEi' R\VSS f]vr:,. DPriLY Fw ws . ~F\i' )O -JU~G 7 1 }~90: j -FR.0/1 REf. ® ) fY'\11\CttG:D } p, \5 . -TltG f\~G:. PLOuJ ~~ ~CH DliY IS r>urrTE"D ItT /0004) 1 -F~ws 0 ij JOVE_?-.. !c 5 FOR. 00~ SSTll1fnb--Q Tlf1E3 8F DAy ?rite Mf>!;RrrE'D. \lt"€)-c ntt~ _G~Tt;"RGD .. 0~ e.$ )COLUMN 5. -. -- liDO 1000 RB qoo .l _Lj_J 80o I I I I I I l 700 ' I I I I I I I I I I I I I I ...... I"\ I 'L I I ' !.d ILl ' I : I I ' I r9 I I I I I I . I 1-.f I I I ' I ' I I I I , I GOO I I I I I l i i I I I I ' I l I i ( I ...,.., I I I l ' I I I I I j 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 : i I i I I I I I I '.l . ! I I ! -I I : I I j_ I l_l _l I 500 I ' . . ' I ' J I ; ...._,.,,_ ll ..... --.V\P..V -,:() ,·}~0~ ~ Til~ 2. JUNI; J liM1-:: 'I I'- l ~ I ----c--.. 2 3 ... 4 -5 -6 -7 8 -9 • 10 I I -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 Ill 38 39 .. 40 .. 41 ... 42 .. 43 44 -45 .. 46 4501D.II5 STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION fi. GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE..7_ I 15800.08 H 02t 0f!JUM CoMPt1R\SON C\11\RT ; ~ -j '-.) <h < --Q 'L l!> 0::::: <r 0 "2 0 ~ ::> ~ LJJ -EP\R Co'Jt= MLLW 0£t\1'JM Coftf'} Of -&~~s BERR -c,VG ()re.Nter-. PRovecT MSL LAt!E PROiJCtT 5UR\IE.'f(t.o.~) O~TUIY\ 0AriJI'1 (R,!cfj) WMSm-~ON~ : I0~7.,e./ ioae.11 . ./ /085·62. / 107/,,~ / IO?Z..% / 107G.Of )082..8~ ,/ 1073.26 ,/ IOG?.U J /OG~.83 / 13.63 +.oc: o.oo o~s7/ '}.bl o.oo -4.oz. -3.~ / USGS. LocAL 0AlVr\= 0;5~Gt:f . 12::.>0 / o.oo / -2.73 -107[.~~-/ -1076.01 ,1_ . \).$.(f.$. l(sGPG: 15.0.3 / 2...73 ../ o.oo -IOG't.Z.' -I073.Z..8 "NOTE:" \ ./ SEE PAGE~ 13 & 3j -'f NOTE : Sse:: P. 2._ oF IH 15 CJ\LtuLAnotJ . DA M r-o~ D/S rJfi&G" wAS CALCvuYrED o.oo' Gl\cre = /072.45' tN c,o.s. OAT M. Swcc: mts IAJrr5 orJLY o-1 1' OFF Trtt= c.o.G. svRvr:.Yr=:D e.L£Vfrno tJ oF to72 .5b' r-o~ '\J.S.G.S L oc,.,L DA-TVM ~ 1 IT WP\) f\S5VMeD THITT :J.oo I u.s G s LocftL OATVfl = o.oo' DIS 6-A()S 2 4 5 6 1 8 9 10 II 12 I~ 14 IS IS 17 18 19 20 21 22 2~ 24 26 27 28 29 30 31 32 34 36 38 39 40 41 42 43 44 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET 45010 65 CALCULATION IDENTIFICATION NUMBER '# J.O. OR W.O. NO. DIVISION €i GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE__[_ 15800.08 H 02.4 u/s GAGG" (ourLe:r TV G~flOLEY LArr0 ~ Pt..omAJG-Pot!JTS : U/S GAG€"~ Q (c.FS ).f-Et-EV. (GL.P.D) ' 7-SO <0~.5 1077. 0~ 8.30 100 j D77.5fo &AGE Re\CtAJb-/ [078.3C, + 10~~-2C = ~.j 0 zoo. E.LEV. (B.L.P.D) 10.10 fOB /07~. 3' (FROI1 p, 7) 11.00 700 1 o ao.zc, 1/.Go ~6t I 080.8& 12.00 !170 1081.2(, t2.go l700 /082.00 J).30 ZIOO l08ZS0 )4-.30 )I 00 -j 108356 I 15·30 I +too I 0845(, I ~ \5, go 5200/ {085.~ )(o.ZO 5~00 1085.~ --- PLOlTED ON NEXT PA 61? ~ fROrt P. I~ R?\T/!0&- Thy,u: R~ J/S &\6€' c \085 w 1090 ;c 4: _J >- ':] \ 07'1 0 4: a::: C!:) 1078 (017 0 1000 2000 BRADLEY ' ' L --:r-•. ~ . • ... ; __ . ': Rf1TlNG C\JRVE FO~ BRt\DLEY R\VER. AT LAKE OUTLET ~ N t\TVRAL C\-\f\NNEL COND\T\ONS 3000 tooo 5000 R\VER FLOW (CFS) bOCO j tJ ~~ '/-( -&:, ' ' -~ 2 .... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION 5 GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEJ.Q_ # 15aoo.oa H 02-t 3 0/S PooL. -PLornJJ& PotiJTS : 4 5 6 1 a 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 D/s ~Gf* !·70 Q(CFS)~ roo El£1}. (BLP,D.) z.to -'3·30 1"·10 4·80 5·10 5.?;0 G:Zo 7.'30 g.so 9.00 9·50 1.00 2.0(; 4-2.0 itO I 030 12.00 L520 /z_oool 3)00 t000 5J00 G080 4-( /073-G'f }074. 3i f075.2, J076.01 1076·71 I 07?. O? / 017-5~ 1078.11 107~.+~ I 0 BO.t~ I 080· 9~ /08(,4~ I 072.<'1? - PLOTTED ON NEXT PAet * fROM ~. 2( RPITING- T" BL£ FOR D/S G~~ J G-A<:re-((Ef\ Bt NCr + 107 J. ~9. = EL£V. (i3L.P.D) (fRO/'\ p. 7) / :a .u •ro .. ( . :.-1 'S ( i0?-7-· _s 8 Q_ -s;.r;··IG7' a- Ll- 0 ~ _J lLl 1075 t014 .. ·--:--·~-~--.. -~--t" i RA-TING CURVE FOf\ BR~OL.E'Y R\VER F\T DOWNSTf\EAf'\ POOL> NATURAL CJ-\1\NNEL CON D \T \ 0 hl S 1073 ~--+-----t-----+----+----+----+----+-- 0 1000 2.000 3000 4000 5000 6@ 7000 BRP\OLEY R\VER FlOW (CFS) /' ' 2 3 4 5 6 T 8 9 10 II 12 13 14 15 16 17 HI 19 --' 20 2 I 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 31 38 39 40 41 42 43 44 "'~ 46 -. 45010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION ti GROUP CALCULATION NO. OPTIONAL TASK CODE PAGER # 1 s so o . o a H oz:t RouSH Ctttcn OtJ RE"S0ll > : CoRPS oFEJU&tAJl:::l:ltS Drv&. 2.~5~11·~2-06-c: ,SHT-1 fOR 2.-24--eo ( ~t= P .'36 &>~ G-JV6~ IJJ fTTFR t.=.'-b"l)f:1T10A.J5 FO!t ntlTT Drrrr-. TltESE MflY (3E OFF-·so~S~tf'frr) DUe. Tl) .TI:t£ EFFECTS--~F }CG'. How~v~ ) TireY JVJU. PRoVtOG AN f\PPROltr11r1F ~Ctt?;t.!{ 0 N _ \ltE:: _M e-C: Eb ~~ fr tA GE") • _ _ _ __ _ _ _ _____ __ ___ _ v/.s 2-2.4-eo 100 cFs B.3o 1 1078.13 '·~-)·-1 D76 .8' o. c, 7 I C/s 2-Z.Jt~Bo IOOCF.S 1·70' l07t,~'i /07-t,G,' 0·34' NO 'TIS .S ~ CoLS. (t),{z))& (')-SE"G P. 382.3<) ~SEC. B'~po~ U/5 UJ.s. El..GV. AND 'NoTE 11 'R>R 0-/5 STA POOL ELEV. cot-.(>)-s~t= "· ~ FLOW FOR. z-z+~eo. SoMr; E'fTRo~ ,v ou~ CH1::--cn t1f1'f 13':-!~mooucc:;o ~<; 5tNCE"!0D CPS IS AN fii)G PtOII.J~ Do~1U6-Su~tvt:r, MM rtiWG Gm DIFF. COt.-.(+)-lA\3LE 1 P. ll}1)R v/S REP!D!Vtr FDR..IOO Cf5 J.. ~te-1 f> . ..?:L, f?)R D/S c.oL. (?)-VSG coL (77 oF p.s ?LV.S coL.(+) Aaovr:. COl-.(6) oF P. 5 l)}lf5 AJOT VSCl) HettE' ()G"CfrtJ5t::" Wr.;-r.vFWrTO SffiY !ij (.O.b · 0fJTIJ11 St~CE rrrc D~frW !~6--Pr\30VS IS C.b.s. I.UOf\"11 11LSO. COL-.(7)=-CoL.( c,) t'll~vs COL.(s) . G1vt;~ l1tF R00frtihl@) of THI~ C ttectr (ICE o~ Urn~ & {t\V~ f'r;NiJ 0£ OF AVE. ftCW N Rsf>R6E?Jrit17Ve- OF PLOW I)) rtE"N SV~VGY SHoTS toR f)Wfr. WGttrr= 11/i~rs)) TtrERE'" WI\S A 000'() COR~E3PoND~G J R6VLTS Cltl=l.f1lA.XT Wlntl~ 4 'TD 9 I t.J CHI;'~ . ( * 1 s a o a . o a Otv:-rr ) J • 0. No • 14 5 00 NOTES OF TELEPHO~~ CO~~RSATION BRADLEY LAKE FEASIBILITY STUDY Alaska Power Authority File No. 14500. (oZ.) Subject INSTRUCTIONS: Summarize your telephone dis- cussion, noting participants, date and time of call. Indicate desired distribution at right. Call reporter must insert File NUQber(s) and Subject(s) in file box above. Administrative Assistant takes care of Chrono- logical File Copy and distribu- tion. Sheet 1 of I R.J.Conlon -..,.-----J.J. Garrity/ Chron -....,--.,--....,..--T. Critikos/JB:~3 J. Lacouture I C. Clark ;,__.=.,_ __ D.H. Hooker ----G.A. St. Onge ----G. Brienley ___ _ P. :!-!avrose ____ _ L.V. Popat -----T. Reilly ____ _ K. Laurence ·---- T J. 'I, L- Call Date C.-C -r3 Time LRO/A? Incoming _./ ____ Outgoing ___ _ SWEC & -----------APA -------------SWEC & u.J/f,No,CC. &CkJ/Z6 (ao£) _________________ & ---------------------- Originated by: -J<;(IV..;;;..;... -'-IY:=.~o"'u"&~e=---------s rlOULO RE:m) c.o .G . DtrfV t1 /!(, 0. oo y o,~-:~, ~ ,. ) CfjlC· it 0 24 J .0. No. 14500 NOTES OF TELEPHONE CONVERSATION BRADLEY LAKE FEASIBILITY STUDY Alaska Power Authority File No • ..::.1.:;;45~0::.:::0:.:.·~<..=0::...::t-:;;...!.) ______ _ Subject INSTRUCTIONS: Summarize your telephone dis- cussion, noting participants, date and time of call. Indicate desired distribution at right. Call reoorter must insert File Number(s) and Subject(s) in file box above. Administrative Assistant takes care of Chrono- logical File Copy and distribu- tion. Sheet 1 of I R.J.Conlon __ -__ J.J. Garrity/ Chron . ..,.-.,.,.--___,..__,.,-- T. Critikos/JBt~t·j J. Lacouture I ----c. Clark D.H. Hoo:,...ke_r ___ _ G.A. St. Onge:__ __ G. Brienley ___ _ P. Hayrose ___ _ L.V. Popat. ___ _ T. Reilly ____ _ K. Laurence T.l. y. 2. --- Incoming ____ Oucgoing, __ L./ __ _ Call Date b -7-4'3 . Time r:3o )) Between < / /dt'C-!'1.1 'ZVM' SYEC & -----------APA -----------SYEC & C/ftlc./4. Sl! VM--0 -------------------& -------------------- ACTION REQUIRED: -~~~a~A/,~'-~------------------------------ Qlv,-H 116 SOUTH·CEHTRAI. AI.ASlA 1SZ39000 BRADLEY RIVER NEAR HOMER I.OCATIOH.··Lat 59"45'24", long 1SO"S1'02", in NE~Sw~·sec.a, T.S S., 11.9 W., J:enai Peninsula Borough, Hydrolo&ic Unit 19050002, on right bank about 800 ft (200 a) dovnstreaa froa Bradley Lake outlet, 3.5 ai (S.6 ka) upstre .. fro• unnaaed tributary, and 26 ai (42 ka) northeast of Hoaer. DRAIMACi AREA.••S4 ai~ (140 kn 1 ), approxiaately. Drainage area varies accordin& to position of glacier terainus in headwaters and could be about 4 ai 1 (10 K.1 ) 1reater. WATER·DISCHARC! RECORDS PERIOD OP RECORD.··July to Au1ust 19SS, October 1957 to current year. REVISED RECORDS.••WSP 2136: 1960 (M), 1965. A~·77·1: 1951, 1961, 1963 (H), 1966, 1967, 1970, 1972, 1974, 1976. GACB.•·Water•stale recorder. Altitude of gage is 1,050 ft (320 a), froa topographic aap. July 13•22, 1955, non- recordina lake 1a1• at site 1 ai (1.6 ka) upstreaa and July 23 to Au&. 5, 1955, at site 3 ai (4.8 K.) upstreaa at different datuas. REMARIS.•·Water•discharee records good except those for period of no gace·heicht record, Oct. 24 to May 9, vhicb are poor. Streaaflov aucaented by glaciers, vhicb cover 36 percent of the basin. AVERAGI DISCHARGB.-·23 years, 429 ft'/s (12.15 a 1/s), 310,100 aCTe•ft/yr (313 ba'/yr). EXTREM!S FOR PERIOD OF RECORD.··Maxiaua discharge, 6,020 ft 1 /s (170 •'/s) Auc. 10, 1979, aaae heiaht, 9.46 ft (2.813 a); ainiaua daily, about 16 ft'ls (0.45 a 1 /s) Mar. 26 to Apr. 2S, 1972. EXTREMES FOR CURRENT YEAR.··Maxiaua discharce, 3,470 ft 1 /s (98.3 a 1 /s) Auc. 11, gage height, 7.64 ft (2.329 a); ainiaua daily, about SO ft'/s (1.4 a 1 /s) Jan. 9·16. OISCHARG£, IN CUSIC FEET PER SECOND. WATER YEAR OCTOBER 1979 TO SEPTEMBER 19~B 14EAN VALUES OAY I z 3 ,. 5 6 7 8 9 10 II IZ 13 lit 15 16 17 18 19 zo Zl zz Z3 Z4 Z5 Z6 Z7 ZB Z9 )0 31 TOTAL MEAN M4ll MIN AC•F"T OCT 1780 Z4ZO 2550 ZZ30 <!ZOO 1180 lltoO IZ90 1840 1960 2180 1900 1400 1040 896 1180 1150 971 768 608 "93 "10 356 3ZO 280 300 Z70 250 500 1000 71)0 l636Z lin Z5SO 250 1ZIZO NOV 600 500 500 400 300 400 500 900 800 850 1000 700 500 .. oo 600 450 350 320 Z70 zso Z20 200 zoo 180 180 160 160 160 140 1 .. 0 12330 ... 11 1000 140 24460 OEC 140 IZO IZO IZO IZO 100 100 100 100 90 90 90 90 80 80 80 60 80 70 70 70 70 70 70 70 60 60 60 60 60 60 Z630 8to.8 140 60 szzo CAL YR 1919 TOTAL 215764 14E&N 591 WTR TR 1980 TOTAL 206602 MEAN 56" 60 55 55 55 55 55 55 5Z 50 50 50 50 50 50 50 50 60 60 80 100 IZO 110 100 90 90 80 80 70 70 70 65 Z087 67.3 IZO 50 4140 I'EB 65 65 65 65 90 80 70 70 70 90 100 90 80 80 ao 75 75 75 75 70 70 70 70 IOO 130 100 100 90 90 2350 81.0 130 65 4660 90 90 90 90 90 80 80 80 so 80 80 ,o ao 80 70 70 70 70 70 80 70 70 70 60 60 60 60 60 60 60 711 2300 74.2 90 60 4560 4PR 60 60 60 60 60 60 60 sa 55 55 55 55 55 55 55 55 55 55 ss 60 60 60 60 60 60 60 60 60 60 70 1753 58.4 70 55 3480 MAY 70 70 70 70 80 90 90 100 100 110 IZO 130 150 zoo Z50 2114 Jl!l ...... 7 SZ4 534 SZ4 492 488 524 602 638 630 614 586 594 606 10108 326 638 70 20050 HAll 5Z10 MIN 26 AC-rT ~28000 MIX 3280 MIN SO &C-rT "U9800 JUN 586 56Z 586 638 777 9Z5 1080 11ZO 1080 975 960 937 860 816 805 795 809 802 808 867 896 865 a" 907 1170 1380 1450 1410 1260 1110 Z8080 936 1"50 56Z 55700 JUL 997 921 856 8211 919 1170 1310 1350 13ZO 1310 1480 1850 1950 IBZO 1710 1540 1390 IZ8o 1190 11711 IZ20 1250 1300 1310 1Z90 IZ70 IZ90 1360 1"30 1640 1560 "iZ81 133Z 1950 828 81880 AUG 1390 13ZO 1310 1260 1180 1160 IZIO 1180 1380 Z250 3280 3Zto0 Z500 1830 1450 1370 13 .. 0 1Z30 IZ40 1190 1060 930 85Z 770 696 656 651 6Z2 61Z 595 66Z 40416 1304 3Z80 595 80170 SEP 808 8"'1 781 683 589 515 457 to48 560 657 638 6to6 779 999 1160 1350 1370 1200 IOZO 874 748 664 605 566 555 88Z 19ZO 1880 1500 IZIO 26905 897 19ZO .. 48 53370 r c ,_. 'lSaoo.oa .. I . ·-~ .. ' t ' UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY WATER RESOURCES DIVISION ,.. .-. { "'Ji1)gooo . F"..W __ _ ~ Pr-.;-1 6-20..:21 (I>Ma) ..,. A.A. Seldal J . Pevised: 3-18-83 by T. G. R:::Me Deecription ol Gaging St.a.tion on------------------------- B (Prepare description in accordance-with·outline-on·back ol Form 9-7:17:--Plot. cross section to scale. -... Use Form 9-213A or 9-213E for croes section. Use second page ol this form lor sketch if room ia available, otherwise use Form 9-2130 or 9-213IL Initial and date all aheet.a.) "l!rOPD,--.o-,_ .. Iocation.-Lat 59°45'20", long 150°51'00", in~ sec. 8, T. 5 s., R. 9· w., on nght bank at Bradley Lake outlet, 3. 5 mi. up;tream from Bradley Ri. ~ Tribut:.a!:Y, and 26 mi. northeast of Harer. · Station is reached by airplane or helicq>ter. Helioopters land in the vicinity of the gage. · Aizplanes land oo the lake; floats during the sunner, skis during the winter. A l:oathouse and personnel shelter are located alcng Bradley Lake, one mile .al:ove lake outlet. : (Seldovia··i>-3 quad)· .. - ' . Establishrrent.-s.w. -October 1, 1957·by A.A. Seldal and c.v. King,·· Jr. New .gage l..IlStalled July 16, 1980 by J.D~ McKec:hn.ie, D.C. Goodrich, and C.S. Savard. Q.W. -Water ~ture recorder installed October 23, 1979 bY.· c.s. Savard. Mini-ITOilitor terq;lerature re<:X)rder installed March 18, 1983 by T.G. R:Me and S.W. Lipsconb. Drainage area.-54.0 sq mi (140 sq Jan). ) ~t.-s.w. -Digital water-stage recorder driven by lEGS stacx:m rran::meter. Stage recor<Er is hooked up to Meteror Burst telecc:mnunications kit. Also wirrl speed, air tenperature, and lake wave height are hooked up to the Meteror Burst installation (serviced by the U.S. Ar:rrrf Co:rps of Engineers). Instrurrents· are housed in wooden walk-in shelter with orifice tube protected by galvanized pipe tolted to a .rcx:k face at water's edge arrl buried fran end of pipe to gage house. 'Ihe rranorreter· functions wi. th a U5GS ltlini -servo a1'Xi electronic· clock requiring . _ . bNO 7.5 \.Ult "Hotshot" batteries. '1\<.u 5/8-inch tolts q>Stream of orifice pipe are used for tapeda.m. ·. Auxiliary gage -digital water-stage recorder in 'V.O:lden shelter on 15-indl CMP ~11, located sao ft cbomstream frc:rn present gage. Altib.rle of gage is 1,080 ft £rem top::>graph.ic nap. -· . . Q.W. -An analog (A-35) terrperature recorder in treasure chest at base of cable A-frarre on right bank was installed on Septercber 27, 1979. Terrperature probe is roused in 15 ft of 2-inch dianeter galvanized pipe, and goes into the lake near the outlet. AJJxillary terrperature recorder -a digital (leopold-Stevens) reo::m:ler oonnected wi. th a USGS mini -IYOni tor housed in t.Y!Xlden walk-in shelter. 'I'erTI=erature probe (on 110 ft cable) is housed in 8 ft of llrinch pipe and is attached to the orifice pipe. The probe goes into the river just below the lake. 'Ihe mini-rronitor runs on a 12 '\K>lt gel-cell battery. Reference and bendurarks. -RM-1 is dli~ circle around pomt. in rock rrarked in green pa111t, ll ft sroreward and 5 ft downstream from gage well, old site. Elev., 9.44 ft (Levels of 7-7-82). · RM-2 is ~" X 4" rrachine bolt set vertically in rock with cinch anchor, 10 ft shoreward and 8 ft downstream from gage ~ll, old site. ·. Elev., 9 .ll ft (Levels of 7-7-82) • . .. .... 15800.08 2 15239000 Bradley River-near Ibrer, AK R+-3 is top of 5/8-inch oolt set.in rock onnght bank, 25 ft upstream of orifice and 10 .ft shOreward. · Elev., 15.00 ft (I.evels of 7-7-82). m-4 is top of 5/8-inch oolt set in rock on right bank, 25 ft upstream of orifice and at water's edge. Elev., 13.83 ft (Levels of 7-7-82). R+-5 is tip of snell flat rock blade apprax.i:mately 5 ft above and 2 ft d:lwnstream of. IM-3. Rxk blade is '2 i.nc::hes wide and 6 inches long. · Elev.,-20.17 ft (Levels of 7-7-82). R+-6 is top of downstream :001 t, . sb:>reward side, attaching lower cross piece to cable A-frane. Elev., 33.86 ft. Histol:Y.-s.w •.. -~ 1, 1957 to July 16, 1980 :remrder on gage well 500 ft . d:lwnstream fran preserit location. July 13 to August 5, 1955, staff ~ge at sites one and three miles upstream on right side of Bradley Lake at different da~ · Several miscellaneous neasurenents were made in 1957 prior to establ.ishn'ent of the recording gage. · Q.W. ~Water-quality chemical samples ~ taken in water years 1957-60, 1968, and 197Q-73~ c sedinent sarrples were taken in water years 1968,: 197Q-73, and 1974-82. Daily tenpera.ture remrd obtained from October 1979 to present. Olannel and control. -'!he channel is the lake outlet arxl river entrance. All flew WJ.ll gJ past the gage. 'lbe control at lCM stages will be a riffle lOQ-200 ft CDNnst:ream. ·.At high stages the control is the c::x:nstriction between .the islarxl and the banks. Ccntrol will be ice free except for extren:eiy hard winters. Discharge rreasurerrents. --High arxl rredi un rreasurenents used to be made fran a cable 300 ft above the gage at lake outlet. Ext:.reiTe lew water arrl ice cover \ neasurerrents will be rrade awroximatley 800 ft dcwnstream frc::m the gage. Cable ) is 3/4-inch i.rcporved plew steel, span 216 ft with aluminum sit-dc:Ml car arrl reel rrount kept en right bank. A 30 c weight is .left at the cable •. Both anch:>rs are L :X 18-inch eye :OOlts ·grouted in bedrock with a direct pull en the left bank arxl sup£X>rted by a 6.5 ft tinber A-f:rarre on.the right bank.:_Flow is slew under the cable and there will be horizontal angles on left bank-·oN:YIE: Due to eye :OOlt failure, cable is in the water· and unusable. Point of zero flow.- Winter flow.-F'l.c:M will drop considerably in the winter as cold ~atures stop the glacier rrelt arrl tributary flow. '!here will be ice effect. Fegulation and diveision.--tbre. Accuracy. -s. w. -Fecords will be fair. Q.W. -Fecords will be fair. Coop:ration.--corps of Engineers, Alaska District until October 1982. Alaska Pa.ver Authority as of October 1982. I I I I I # 1 sa a o . a a \r v. _, • UNITED STATES DEPARTMENT OF THE INTERIOR .. J:. GEOLOGICAL SURVEY t') WATER ftEIIOU..a. DIVlSIOH r __ .....;g=-.,..~~J lf:t~..~-~"~w,~ ~r::: Hot!i!r..,-A I I'~ . I . \ I Scale 1:2400 or 1 inch""'200 feet -- Sheet No ...•. L. ol ___ L_ Sbeeta. Prepared by .... :n .. ~---······· Date :Z.:}.:.Il'-. Cheeked by----· Date ___ _ - t-110 (Ln. l~7) c.,., Di~ebuac bcijht fwt Cf• .00 ................... .10 .. .20 -~ ........ .~0 .. ~----......... ....................... ............ 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PROJECT PAGE I OF /3 19 !. /7 s K/l ?tJU/E/\ /J t/ r.::Y' C)/("/ 7"'f -B>f'/JLlL.cY .-:.Akc CALCULATION TITLE (Indicative of the Objective): QA CATEGORY (v1 cot= I BL?O .s:v/Pt/EY orr~~ c o~/('6 L/9 7/d.d 0 I-NUCLEAR -/) /1 ~S" / ?"/!=" SAFETY RELATED OII om e;~ H Yol'?o OTHER CA LCU LAT ION IDENTIFICATION NUMBER CURRENT OPTIC NAL OPTIONA:.. J. 0. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE WORK PACKAGE NO. / ..s-....:rCJ 0 6 (o) ?4*) /;r 08 . OS/l * APPROVALS -SIGNATURE e. DATE REV. NO. SUPERSEDES CONFIRMATION RE VI EWER(S)/OATE (S) INDEPENDENT OR NEW *CALC. NO. *REQUIRED (v') PRE PARER (S)/DATE (S) REVIEWER ( S) I DATE (S) CALC NO. OR REV. NO. YES NO !. .c . .01/A/CA/V r. ~tC#WZI)S 0 v--- /lZ_a 3/'1!•~ '2 ~ ::r f1l.l 1'1 fj r; DISTRIBUTION* I 1 COPY I I copy GROUP I NAME e:. LOCATION SENT GROUP I NAME e:. LOCATION I SENT I l ( v1 I I (VI RECORDS MGT. IF,re. F. le-Ak I / I I FILES (OR Fl RE l I -./' I I FILE IF NONE) IOr·o.-r:e !?7. 2. 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SUBJECT Cnv~s;AY C #~&L ....rV".;;f'R"~ y 8R/?OLC:Y L/?kE //'t'0/Pdc"LEC:.77f'.IC TO T. c ~ /T?ka.s-# 1 5 50 0 . 0 8 0JV.-H 1 CFtt.C.02t r-rrr~c~MENT t p f\G-6" 2.7 FROM L · 0 l/ /J/C rr .rV cc /k cv~U' c~d~ ~ ~-~J U/h~c-L tv.eu_ ab~-42-./ 67 /Pf/77 a-.r .~ ~c/~ .rcy-e ~ c,..;:;~ -t-Le. v-.--;; ..i 1 ol' ~ c7.,.. ~~..4,c_ ~ ,6~ ~_,. "-'/ -ke oi-__.-,{ The /2.,_ J'b';,.£-~~~J ~ -«':m_ '1'~ ~ ~ a_ co.c ~~ /J ~,£ L"r;~?IJ'.r_, lwk <7"7/1/d--/z, -rzc.f'.J, c-1,.._,_,'7..../ s-~J "'->. ./ /......Le ,!. ~ ~~ f~ 7 ~ we-~,I UJn;~/-~ate_ ~v4~ .. ~: ) 7k_ r;_,-~ e-kJ; w.-/~ C V ~~h/f J / I 0 · v-er-be-....J4 .n.. ~~~ ;;~,;,£, v-o tr ~'hJ f~4 ~s ;aE! ~~£:~ ~5 ~ ~c::.._-/r;,_.s ~ ~ ~~,~ a.c~ /2 ~0. ( ,~) .. , ......, .... ; '. /· ' 6/4 (i 15500.08 TO File I' ROM Len C. Story~ •v4-jJ3 DlV.-H . Ct)LC.02.+ fl1TP\C~~,JG2'8 I MEMO~ANOUM SUBJECT Br·adley Lake Damsite Topo COE Coordinate Comparison DATE PROJECT NO. 11/5/85 551107 The following coordinates and elevations were derived from a simultaneous least squares adjustment from field data collected in October of 1985. These new coordinates and elevations are based on the current Bradley Lake Hydroelectric Project Datum and can be used for comparison with the old COE coordinates and elevations for these points. Point North East Elevation PT"I" 2 1 1 051 581 • 50 344,126.66 992.78 PT-2 2,103,793.47 3421865.42 1147.38 I PT -21 (PT"A) 2,103,250.91 343,304.75 1086.07 PT-3 2,103,736.29 343,355.34 1211.13 NOTE: PT"I" was tied-in instead of Pl-2 or DH-9 due to the inability to physically locate these points in the field. PT"I" is directly associ- ated with PT"A" and COE's topo of Bradley River and is on the same datum as PT-2, PT-21 (PT"A") and PT-3. According to our records the COE's coordinates for PT''I'' are as follows: Point North East Elevation PT"I" 2,105,581.95 344,125.40 993. 15 . .. PT J. ~. \03 793.13 I . PT ~I PT 3 J., 103 ,735".9~ I -:1 II. 7 :'tOV ~ 2 1985 LDoncar -..loTE. . oF "PT :J. ~ 7T 3 obL:o'""'Y ('..o-r--. "Doc:t.~IV'o(""-\ \:",\<! ~ C..l -\Jan-. Ar('<..., Eko~at~ c;r ~c -;:>oo.-.+ ""'""<. A,,_ C.oE topo .C\.-.,,,.,,',,.,l, El.,-_,ot1on eo\ 5....-vr,{ ~ • .,1..,0 1-.,.,;k t3raJ !ry Kt"<'' N<1 :1.. J:T'E<rl • "Tu"<" , \qOO -Do<<•M·'' 1a. All i"'<>•nTo J),..,""""' o.... coE l"opo ~ "13.aSJ1.,y l...ctk... ou\1('{-G -100. STONE e. WEBSTER ENGINEERING CORPORATION:~·::·... • : ·; .. -., # 1 5 50 0 • 0 8 - -·( - 2 4 5 6 7 8 ,_ 9 Ill 10 - 12 13 14 15 16 17 19 .. 24 ; ... -Ill ,. .. I 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 65010 &5 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. ls-,s-oo. DIVISION E) GROUP (;.CO) /9-k CALCULATION NO. OPTIONAL TASK CODE ~~,,. 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OOIITIIOI. ••iiYIIY AltO TOII>Oell.t.I'IIIO ll.t.I'II>IU I MDIX ALASKA POWER AUTHORITY •IIADI.IIY Ultll IIYOIIOIIUOTIIIC I'OWIIII I'IIO.MIC:T ........ .....•. · ------- NOTES WPI.IES ·TO SHEETS 5 THRU !6) RELATION SHIP OF VER T1 CAL DATUMS lEAR COVE 8EAA COVE IRAOLEY lotL.L.W MIL PROJECT DATUM DATUM DATUM HT u.o 16.51 11.57 IIIIHHW 18.41 •.• o 4.11 MHW 11.eo 1 .•• 1.11 PRO.JEC~ DATUM II.IS 4.01 o.oo ORIGIN ·--- (ASSUMED) MSL 1.81 0.00 -4.01 IIIILW 1.81 -a.oo -I z.oz YLLW 0.00 -1.81 -13.81 a.T -•.o -ta.et -1e.n 1. THE HORIZONTAL .DATUM SHOWN IS BASED ON THE ALASKA STATE PLANE COORDINATE SYSTEM AS DETERMINED FROM THE R&M CONSULTANTS 1 984 HORIZONTAL' CONTROL. · NETWORK FOR BRADLEY LAKE. REFER TO SHEETS 3 AND 4 FOR DETAILED INFORMATION CONCERNING THIS HORIZONTAL CONTROL SURVEY AND DATUM. . 2. THE VERTICAL DATUM SHOWN IS BRADLEY LAKE PROJECT DATUM AS DETERMINED FROM THE R&M CONSULTANTS 1984 VERTICAL CpNTROL SURVEYS FOR BRADLEY LAKE. REFER TO SHEETS 3 AND 4 FOR DETAILED INFORMATION CONCERNING THIS VERTICAL CONTROL SURVEY. REFER TO TABLE "A" FOR DETERMINING THE MATHEMATICAL RELATIONSHIP TO OTHER VERTICAL DATUMS. 3. DUE TO THE HIGHER ORDER OF THE 1 984 HORIZONTAL AND VERTICAL "CONTROL SURVEYS, AND THE PREVIOUS PHOTOGRAMMETRIC MAPPING TECHNIQUES, AU. PREVIOUS MAPPING PREPARED FOR THE BRADLEY LAKE PROJECT MAY DIFFER SUBSTANTIAt.Y FROM THE 1984 MAPPING AND SHOULD BE ObNSJ.OERED·.SUPERSEDED BY THE 1 984 ANO 1985 MAPPING. 5. ALL TOPOGRAPHIC INFORMATION SHOWN IS BASED ON FIELD·. SURVEYS CONDUCTED BY R&M CONSULTANTS, INC. IN JULY, AUGUST AND .SEPTEMBER OF 1 984: FIELD DATA. OBSERVATIONS WERE OBTAINED UTILIZING HEWLETT-PACKARD 3820. ELECTRONIC TOTAL STATION SURVEY INSTRUMENTS. PORTIONS OF THE BARGE BASIN AND UPPER CAMP BATHYMETRIC DATA OBSERVATIONS WERE OBTAINED UTILIZING A BOAT-MOUNTED RECORDING FATHOMETER WHICH WAS SIMULTANEOUSLY POSITIONED BY ON-SHORE ELECTRONIC TOTAL STATION SURVEY INSTRUMENTS. CONTOUR LOCATIONS WERE DETERMINED BY COMPUTERIZED LINEAR INTERPOLATION BETWEEN SURVEY DATA POINTS EXECUTED ON HEWLETT-PACKARD 9845 COMPUTERS AND PLOTTED WITH A HEWLETT-PACKARD 7 585 PLOTTER UTILIZING SOFTWARE DEVELOPED BY A&M CONSULTANTS, INC. 9. THE CADASTRAL UNES SHOWN ARE UN-SURVEYED AND THE LOCATIONS WERE CETERMINED FROM THE OFFlClAL U.S. BUREAU OF LAND MANAGEMENT PROTRACTION DIAGRAM fOR THE SEWARD MEAIDtAN, ALASKA. ....,.,..._,.,.._.. ·- ~¥1: ; ~ ;;:.....~~~-~-~~·.;..;"'f"'--1'-·~;::.;. l$::+ .. · :;:: NOTES 1. REFeR TO SHEET 3 FOR SCHEMATIC f'UN OF SURVEY AND LEGEND. 2. THE CONTROl. MAP SHOWN ON SHEETS 3 AND 4 REPRESENTS THE CURRENT PFtiMAAY CONTROl. FOR THE BFIADl.EY l.AKE HYDROELECTRICAL PFtOJECT AS OF SEPTEMBER OF 1 984. ADDITIONAL SUPPLEMENTAL: HORIZONTAL AND VERTICAL CONTROL POINTS ESTABUSHEO FOR SITE SPECIFIC MAPPING ARE NOT SHOWN ON THIS MAP. 3. IN AUGUST OF 1 984 A RE-ADJUSTMENT WAS PERFORMED ON ALL OF THE PFtevtOUS U.S. ARMY CORP OF ENGINEER, U.S.K.H. ANO R&M CONSULTANTS HORIZONTAl. AHO VERTICAl. SURVEY OBSERVATIONS. THE RE-ADJUSTMENT INCORPOFIATEO A QEOOETIC BASED SIMUlTANEOUS l.EAST SQUARES NETWOFIK ADJUSTMENT OF BOTH VERTICAl. AND HORIZONTAl. OBSERVATIONS. U.S.C.&G.S. STATIONS SHEEP, AUFIOFIA, BEAR-2 AND JEFF WERE CONSTfWNEO IN THE HORIZONTAl. ADJUSTMENT. STATIONS SHEEP AND JEFF WERE CONSTRAINED IN THE VERTICAl. ADJUSTMENT. HORIZONTAl. SHIFTS FOA PRevtOUSl.Y P\JBUSHEO MONUMENTED STATIONS WERE L!SS THAN THREE FEET. VERTICAl. SHIFTS WERE QENEFIALLY LESS THAN THREE FEET. REFER TO THE HORIZONTAl. AND VERTICAL CONTROL OIAGAAM FOR BFIAOl.EY I..Al<E DATED &/30/83 FOR INFORMATION CONCERNING PFtEVIOUS ADJUSTMENTS .-t<ND VAl.UES. 4. THE PFtOJECT HORIZONTAL DATUM IS BASED ON Al.ASKA STATE f'I.ANE COORDINATE SYSTEM, ZONE 4 WHICH IS. REFERENCED TO THE NORTH AMERICAN DATUM OF 1 927 (NAD 27/Cl.ARK SPHERIOD OF 1 866). 5.. THE PFtOJECT VERTICAl. DATUM IS BASED ON AN ASSUMED LOCAl. DATUM FOA THIS PFtOJECT WHICH WAS INITIATED BY USING THE SCALED ELEVATION OF U.S.C.&G.S. STATION JiFF AT 26.24 FeET. ;LATER OBSERVATIONS BY N.O.A.A.. PlACED THE LOCAl. DATUM ORIGIN'FOR MEAN SEA LEVEL !MSU 4.02 FEET LOWER. ! MSl. IS A LOCAl. MEAN SEA LEVEl. DATUM THAT A.P'PROXIMATES THE SEA LEVEl. OATU .. M OF 1 929. THE MEAN l.OWER LOW WATER DATUM o,.ILLW) OAIOIN IS 1 3.U PEET LOWER THAN THE PFtOJECT DATUM ORIGIN. THE COORDINATE TABLE ON THIS SHEET USTS THE PFtOJECT, MSL AND MLLW DATUM VALUES FOR EACH CONTROL POINT. 5. THE ORDER AND Cl.ASS USTED ON THE COORDINATE TABLE ON THIS SHEET REFER TO THE ORDER ANO CIJ.SS OF SURVEYS AS DEFINED IN THE STAND.t..ROt ANO SPECIFICATIONS OF SURVEYS BY THE NATIONAL GEODETIC SURVEY. ' 7. THE TOPOQFIAHIC SASE FOR SHEETS 3 ANO 4 IS A PHOTOGFIAPHIC ENLARQEM!NT OF U.S.O.S. SELDOVIA 1:53,350 QUADRANGLE MAPS IB-1,8-2.B-3,C-l,C-2. C-3,D-1,D-2.D-3). a. THE SCALE FOR DETAIL •c• SHOWN ON THIS SHEET IS 1'•1 000'. 9. AN ASTERISK ( • ) TO THE RIGHT OF THE OROER\Cl.ASS OF A CONTROL STATION INDICATES THAT IT WAS ESTA8USHED DIJAINO THE 1 954 CONTROL SURVEY. ALL STATIONS WHICH 00 NOT HAVl: AN ASTERISK WERE ESTA8USHED PAIOA TO THE t 184 CONTROl. SURVEY. ~---------------------------------1;u HOI!IZONTAI. AND YIIIT!CAL COMTIIOL SUIIYI!T AND TOPOOIIAPMIC IIAPPINO CONTROL NETWORK ALASKA POWER AUTHORITY 8AADI.IEY LAKE HTOI!OELECTfUC POWEll PROJECT .............. & ~. C~:!~l.~~.!~·-~~= STOI"Hf. .1! WKUSTJ(ft I . fo:NOINY. .. ~UINU (~OHt"OMATION ( "'•c•o••••. •l•••• 11.~-.·,_: .. ~------------------r-----••_<•_-_._~_-~ ___ ·~-·-----1 ~· ::::::~ 4-461121-CTl .. 2/2 ::~:::• "'5010 64 !FRONT\ ~ < UNt:. t. ~t:.l:i~ I t:.rt t:.NuiNC.l:.RING CURPORATtON CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE CLIENT S. PROJECT PAGE I OF 2J ALPIYtTA -Powe-R -AunloRITY-6R~ttDLEY LAYriE HYDRoaecrRJc FRov. CALCULATION TITLE {Indicative of the Objective): SyNiHE~lZE"" fLOOD OF RE(O~O tNPLOVJ HYDROGRF1Pii fROM \?EC~DE.D OUTFU7W HY()teO(fflhPH AT bRP\U)LG'< LAtrG" CA LCU LAT ION IDENTIFICATION NUMBER J. 0. OR W.O. NO. DIVISION S. GROUP fl Isaoo.oc H CURRENT CALC. NO. 02~ OPTIONAL TASK CODE *APPROVALS-SIGNATURE E. DATE REV. NO. QA CATEGORY (V) OI-NUCLEAR SAFETY RELATED OII om IT:Y' N/?; OTHER OPTIONAL WORK PACKAGE NO~ SUPERSEDES CONFIRMATION INDEPENDENT OR NEW PREPARER(S)/OATE(S) REVIEWER(S)/OATE (S) REVIEWER(S)/DATE(S) CALC NO. *CALC. NO. *REQUIRED (v') OR REV. NO. YES NO 0 I-NC. Ow· v/ CP'!U . 00.3 j:Q.\4;-500 DISTRIBUTION* I l COPY I I COPY GROUP I NAME f. LOCATION I SENT GROUP I NAME E. LOCATION I SENT I (v') I 1 (v') RECORDS MGT. : Fu~E FtL£ · F\NCliORf'IOCl v I I FILES (OR Fl RE I I FILE IF NONE) :0R1& -JO~ \311 R4. 2. : 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 l l 'CALCULATION SUMMARY 1 Ow.-H STONE & WEBSTER ENGINEERING CORPORATION REVISION 0 QA CAT.E,ORY I COOE CLASS NfA 09<1ECTIVE Of CALCULATION USs THE \~E-CORDSD 0\JTFLOlV HYD~D6-~APH (!1cf\SUR€D AT \)1?1'\0tG"Y !Arrr: OVTL..ET) To 08NGRI1rr !1N INFL.OW H"f'Dfto~P\PH FO~ 6ST/M~ INfLOUJ TO mE LA.rTG 'DIJRJAJ6--ntt" FlJJO/). TH15 SYJJ11tt;-sLzt=Ll NYORO(J~flPH WIL-L LA~ 0,1.: Roon;:-o WROOG-li WE Re5el\ VO!~ W rrH lite D IVE"RSIO~ i1HJ~EL I AJ P~ CG" (1~ HYD. Dlv'/ CP\LC ./.Jo. 03'3) . SOURCES Of DATA I EQUATIONS CD (/'J\LC t 02.+ } DIV 11) J.D !5800,0B \\~8..1\TIO~SHtf' of l).S&.S GAG1AJ~ SmllO ~s TD \jRP\~t.e't LA11e-fRoJ. Pl'rTW1" ®" Wf>ITER ResouRces DATA FOR ALAS11A" u.s Gs v~AISR -DATA 1re.roRT ?rrt-7~-1 WF\TER Ysf\R \~7~ Q) "BRP\Dl£'( LF'it1f HYDr\OGl.ECTRI( PROJeCT [t;SIG~ ME11oRANDVJ1 NO· I -HYD~OLOG-Y, us F\RnV Co~rs oF EN&-nJEERS VIJE' t~Br CONCLUSIONS \ni:-fi~P\L SYl)1tiE.StZ.E() 1~Mw r\YOROGKft~ H fO~ fLOW !~TO \)R~DLE'1' LJ;I1E FOR TH-e 1~7~ r-t,ooJ) OF ~coRtJ IS &1\Jc~ OIJ t'~GE 4-. I-r 1) Sr\0..0~ (J~f\PH!Cru-Y 0~ P.2.1. REVIEWER (S) COiolloiENTS PREPARER REVIEWER ICHECKEFI INDEPENDENT FIEVIEWER DATE DATE DATE ,• ( I 2 3 4 s 6 1 8 9 10 I 12 13 14 I~ 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 .t.S01D65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE __3_ # 1 sao o . o 8 H ozcr CALCUU1TIOAJ INDEX P11~ -l CALC\JU1T1 0~ TiiLt;' PA &'6 I ~ CP\LCVU1TIOfV SUJ1/1ARY 2. 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I ' ' 19 . 432 I : 1550 ' ' I 24 ' ' ' 20 ' 456 : : 1250 ' ' I 24 ' I ' ' 21 ' 480 ' : 1050 ' ' : ' H ' . 22 : 504 ' . 950 ' . ' ' H ' ' ' ' 23 : 528 ' ' 900 ' ' ' 24 . ' 24 : 552 : : 850 J /- ( 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 ~5 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010 65 # CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 5 1ssoo.os H 02.9 ChLCULfillO 1\) : fOR \).).6.$. 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TI-\E. 0\JIFLDlU HYOROG!ttWM ) FOR WHICH WS LVISH Tl> S yAJTltf3SIZC TrtG INFLOW HYORoG-RA-PH ) 1 S meN A5 APfEP'l~5 I AJ )f C.OLVMN5 L.t J, l._z], f.,J], & ft] oN we-f1VtTIAL RovrtAJ6-fAGt3 7 E._il_ ~ __LZ._ • "IAJ 1TIIK" (r~ft~S T1J Tlff Ff\CT T1flrT !HfS fi~Sr B11C~LVA~05 ROUTiAJCr Y/6WS A ROUo-tt IN fLOW \1Y~T[06-RirPH (s~e P13) W li l C H IS LJYrE ~ Sf1 DOTH sO oUT ANiJ ~ 0 vl"Cv ) W tTit n-w RESuLT/ ~o-ourFLOW rot1 PI1~6D rn TMAT wmc 11 uJ N r?E cort{)Eb, 4 1.5010 65 J. 0. 0 R W.O. NO. # 1580: (j~ STONE e. WEBSTER ENG IN EE Rl N G CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION f;. GROUP CALCULATION NO. OPTIONAL TASK CODE H 02.~ ft ooD of RECoRD -fLows Dis OF BRAOLEY Latre: 124 SOUTH-CENTRAL ALASU 15239000 !RADLEY RIVER NEAR HOMER PAGEjQ_ S LOCAT!ON.··Lat 59.45'24", long 150°51'02", in NE'>SW~ sec.S, T.5 s., R.9 w., Kenai Peninsula Borough, Hydrolo,tc Unit 19050002, on right bank about 800 ft (200 m) downstream from Bradley Lake outlet, 3.5 mi (5.6 km) upstreaa 6 fro• unnamed tributary, and 26 mi (42 km) northeast of Homer. 1 DRAINAGE AREA.-·54 mi: (140 km 2 ), approximately. Drainage area varies according to position o{ glaci~r terainus in headwaters and could be about 4 mi 1 (10 km 2 ) greater. 8 PERIOD OF RECORD.··July to August 1955, October 1957 to current year. 9 REVISED RECOROS.··WSP 2136: 1960 (M), 1965. AK-77·1: 1958, 1961, 1963 (M), 1966, 1967, 1970, 1972, 1974, 1976. 10 GAGE.··Water·stage recorder. Altitude o£ gage is 1,050 £t (320m), from topographic map. July 13·22, 1955, non· I 1 re~ording lake gage at site l mi (1.6 km) upstream and July 23 to Aug. S, 1955, at site 3 mi (4.8 km) upstreaa at different datums. 12 REMARKS.··Records good except those for Dec. 8 to May 3, which are poor. Streamflow augmented by glaciers, which 13 cover 36 percent of the basin. 14 1:1 18 19 20 2 I 22 23 24 2:1 26 27' 28 29 30 31 32 3 3 34 l5 36 37' 38 39 40 41 42 43 44 AVERAGE DISCHARGE.·-22 years, 423 £t 1 /s (11.98 ml/s), 106.38 in/yr (2,702 mm/yr), 306,500 acre·ft/yr (378 hal/yr). EXTREMES FOR PERIOD OF RECORD.··Maximum discharge, 6,020 ftl/s (170 m1 /s) Aug. 10, 1979, gage height, 9.46 £t (2.883 m); minimum daily, about 16 ft 1 /s (0.45 m1 /s) Mar. Z6 to Apr. zs, 1972. EXTREMES FOR CURRENT YEAR.~~·schar2e, 6 0~ £L 1/s _(170 mljs) Aug. 10, gage heiRht, 9.46 Ct (Z.SS3 1ainimum daily, about 26 ft'/s \1).'736 m /sf""Fiar. IS to Apr. S. DISC~4QGE. !N CUBIC fEET PER ~ECONO, ~ATER YEAR OCTOBER lq78 TO SEPTE .. BER l'l7q "(4"1 VALUtS O.t.Y OCT NOV DEC JAN fEB .t.PR M.t.Y JU'I JtJL AUG 1 240 244 147 60 Jo 2~ 26 6o 667 613 qzs 2 236 236 146 60 30 21! 26 80 7q3 687 ..... ~ c;<;;.z-q._ ~3;----~2.;3¥1---~ 234 ----l46 _____ 6_0 _____ j_o ___ 2~--------;2;;:6;------,t~o-=o·---8;;-J:;c7;---8'12--1 o 1 o 4 227 233 144 50 30 2R 26 146 833 !ORO IQ40 5 38) 223 141 50 30 2'! 26 202 78'1 1150 1030 6 7 ~ q IO II 12 1:1 14 IS 16 17 I R 19 zo 21 22 ?3 24 2c; '198 1160 10'10 1050 '120 741 601 507 42A 366 447 1040 1160 qJO 100 524 410 360 4)7 476 212 202 1q7 185 176 161> 158 151 1'>7 147 147 147 14) 128 121 116 112 108 107 107 140 13'1 130 130 120 120 120 110 110 110 100 100 100 90 '10 I \ qo 80 80 RO 80 so so so so 45 45 45 45 45 45 40 40 40 40 40 40 3S 35 JS JS 30 30 30 30 30 )0 JO )0 )0 30 )0 )(I 30 30 30 30 211 21! 28 ZR ~---------.. ___________ .. _______ ------·-- 21) n 28 zq JO J1 TOTAL "(4N "'X '1!"1 c><;M l N, •C·>T 444 38) 3:31 321 2'lq 21>5 1772'5 572 1160 227 10.6 12.21 35160 117 !JO 1)7 14 I \4) 4815 161 244 107 .?.98 3. J.? 'IS SO 70 70 70 60 60 60 JZJJ 104 147 60 1,93 c.n 6410 35 35 35 35 35 30 1335 43.1 60 JO .so .n 2650 28 2!1 28 A26 (!Q,'5 30 28 ,o;c; ,57 )1)40 2'> 26 26 26 2f> 26 834 2f>,'l 2R ?6 ,50 .57 !6'iO CAL YR !978 TOTAl 161528 MEAN 44) "•X 2q'IO M!N )0 28 248 704 1150 1010 28 265 632 1120 1060 28 278 5'10 1060 1250 28 283 560 Q9J !'190 2s 274 sq1 q44 sz1o ~ 26 28 28 28 28 28 ?.8 2R 28 30 JO 30 30 30 40 40 40 50 so so q42 31.4 50 26 .58 .65 1870 265 25'1 2'55 257 2S7 25'1 272 265 267 274 276 274 278 287 2qo 754 758 12q 70~ 6q6 65'1 640 67q 741 78'1 828 802 810 810 833 86q 888 q44 5210 3q1o 3030 3200 3330 3660 3150 2260 18'>0 1730 1'500 1330 1150 1050 qqa 12SO 1740 _______________ ___._ __ ___, 313 380 496 597 620 601 A978 2qo 620 60 5.37 6.18 17810 837 Jq3 725 663 640 21345 71?. 8)7 560 13.2 !4,70 42)40 1670 1400 1180 1050 '174 'IZO 31120 1004 1740 613 18.() 21.44 61730 '188 'li!l8 988 q40 851 763 58360 1R83 5210 76) )4,q 40.20 1151100 SEP 663 616 60q 628 624 590 579 57'5 579 594 700 91l 132CI 1600 2000 2100 1120 1500 1600 2?70 2Jt,l) 2390 3050 25'<0 1740 1890 1700 1250 92!1 9q6 '<0702 1357 JOSO 575 25.1 28.04 80730 45 ~TQ YR l'H9 TOTAL l90.?1'i "f'AN 5?1 M4X 5?10 M!N ?6 46 L 'iOTE ... .,o ~·~c·hc:,~t cec r<J Oec. 16 to Apr 21. CF'S>4 8,20 C>SM 9,6'i !N 111.27 !N !)1,0~ 4C·f"T 320400 lC·>T )HJOO ( I 2 3 4 5 6 7 8 9 tO II 12 13 14 15 16 17 18 19 ( 20 \, 2 I 22 23 24 2S 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 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 PAGE_]_ # 1 s a o o . o a H oz '1 !D fc=RfORtt l1tE BAcnlUMDs Ro uT1tJe-ON P. n 4 12. (~) smRT wrm '"1ltt ~e-coJtDe ~\JTFLOW ltYI~o (H?IiPH ( coL~/1}Js uJ, [zJ, Dl &. [G1 oN, PAGE) ng 12..) (2.) riLL/JJ COLUMN [7] > l-A'rft= CLEVh'T70IJ;,G'f ~SLh17A16"_ l1tE: U1tf€ OUTFLOW.$ 10 UHre: EI£VMIOIJ5 ) VSIAJ<!r PAGE 10 • (CoNO~ FL1W-+ (jHJ€ fr.r:J1)tiJ6--.. E.LfEV 1 vstAJ& Ct1MT t. FOR/1U~ W COtJLt:;it~ (3) FILL IN COlJJit~ [s] STVRN?tS(Ac-Fr); ~!iSS' tJAJ Tlte- pOLLOWrN<;.. ; ) (a.) lrtiS /S SiD~/l{)-E' A6{)VE: Trf12 L/')tf€ ELEV Pr77DiJ W tt/C H CORR8PoN1J5 TD lftE;_ GE'G1JJN/~G-BhSt= FUJU) 6F /VOO CFS. (p 1000 Cf5 J Gt1GG ~~DIAJ(T :.JI,(, 7/'; (r~fOL.i'fTC'?) 1 PAGe ;-)OG~,2." j J.Q_ SEI@ 0 Ac·Pr STDR~--+ 1080.~'31 L.A'!r8" El.EU.@ ~ BEG1N TttE' R:~017~ !000 CFr STEJtrOY FLOt.O. ~) FOR INCRGME'Ni"At.. VOLV/1t;" l fROM (?EF. (:D , PLPffE: 57 ; \}OL @ G.L-11()0 ; JG,13'i A<>Fr / @ SL 1080 ! 0 AC-fT / A20' -~~'1G,33, Ac~r=t / oR L817 Ac-FT/Fr / 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 2!> 26 27 28 29 30 31 33 34 35 36 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. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_Q_ W 1 5 5 n n n Q H 02~ \l CI\LCUU\'{t)) HJ fUJW II I~ \)!SPLAY G.J) AND ~ 't~\\tE\JT l1tJTftD(V'' 1S MtJJt!l 10 ., fllevt005 atJTFtow ~ \ ,I C~tt lDJT STO!tlrG'E. I} /ill/eO lb u Pte~IOfiS STO~" ''CuRRENT uJpuco '' 1s ~va 11 $ PREVtoos INF'W~" Rt=Gl s TCIC 5 : (' \ CvRtt~r ournoru t.z) fR811D~s nT1t'L sro~~ (Ac· Fi) (1) ~itE'JlOIJ5 OVTftOW (cFs) (1' f'Rtl/100~ I NrtoiU ( CF1) / ( 5 trAG8' !h::~D l~cr CO~ee'S. TD JUn $t:U?V CI.JM€VJ OU7 F'UJIQ ( fi) ( G DISCH. FOR: Gf\Ge ~~IAJG-I ftJ [s) {:_Fs) b~ DISCH· fOR ~ Rt-rrt>l1JG-J'0~T NJoVE ( o.( t11~""f) C~tEJJT OIJTfttJW (CF)) (8 I0$0 .. ''r:S~'L.Pttu: 8£V. R>rt o N-Pr SroiA&e" lq 1 S 17 P..c-FT /FT STORME' (o) J.OOS3~ co~Velt)ION (z-:F\c-~vz·h1~)-?CF5 LORCHPiij(}ETO 2..0ICtGG7 Fo~ "J ~1) )0G~.2G ELEV. "Ta 1-'\'l>D 'm @AtJE. fu:~tllr ~ i?i=T LM1~ L:.l..Ell \2.'H~ IAJTER\1~ ~Z) OlR.ISJT STO~I'I&E ) (} OP\Y t<1 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 26 29 30 31 32 33 34 35 36 37 36 39 40 41 42 43 44 45 46 "'5010.$5 J.O. OR W.O. NO. STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION 5 GROUP CALCULATION NO. 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C~LL Ot2 ~ 2 3 ,-:_<Strz t.> LJ'IIfE E:LEV. @ HLoonuP(_ QIZ.>-i>AH.$IO •• $CS$i4 1 2.) t ( ~ 12.-(@ HLOOKUP(Q12) $AH$10. ,$ CS $\t) 0))) * 29 30 3 I 32 33 34 35 36 :H 38 39 40 41 42 43 44 4'\ 46 @ HLCOWuP(Ql2.)i~H$10 •• t.CS$14 1 4)/@ HLOOK\JP (C¥l2.)$AH$10 .• .$CS$ \4 ,~) EX. NJol)r.; 1 'F-OR Q 12 ) r;u;v ~ /07130 ( serwc:.saJ f1H 10 = 10 7~. 'ZG f'I .. J.o F\I 10 ~ 10 70J. JC.) / ) [Cio7'7.3o -IO"l1-Z&Xz.G)l_ -:sa 2 tO / fLOw ( (eLL 0 IZ.. :::. 3 82 f O .I 0 J -1 ' ( FILE NAME: CALC29 [I J DAY 2 7 j 5 6 7 8 9 10 II 12 13 14 15 16 I 7 18 19 2D 21 22 23 24 [ 2 J [ 3] TOTAL ELAPSED HOURS : C HRS l D 24 24 24 48 24 72 24 96 24 12D 24 144 24 168 24 192 12 2D4 12 216 24 24D 24 264 24 286 24 312 24 336 24 36D 24 384 24 4D8 24 432 24 456 24 48D 24 5D4 24 528 24 552 SYNTHESIZE FLOOD OF RECORD INFLOW HYDROGRAPH [ 4 J [5] ( 6] CALCULATED UNSHOOTHED : SMOOTHED INFLOU : INFLOW : STORAGE CCFSl : CCFSl : CAC-Fll 100D : 1000 : D 1D46 : 1046 : 36 1105 : 1105 : 135 93! : 931 : IDI 1D41 : 1041 : 34 1197 : 1197 : 2DI 1757 : 1757 : 84D 3392 : 3392 : 2733 8629 : 8629 : 7514 429D : 429D : 8351 5252 : 5252 : 7513 2293 : 2293 : 5951 3346 : 3346 : 4661 3153 3!53 4928 3575 3575 : 5126 3875 3875 : 5591 216D : 216D 4839 1667 : 1667 3279 1567 : 1567 : 2413 1725 : 1725 2129 903 : 903 : 1533 !473 : 1473 : 1082 445 : 445 524 1395 : 1395 : 168 475 : 475 : -9 (7] RECORDED OUTFLOI.I CCFSl 10DD 1010 104D 1030 1010 ID6D 125D 199D 521D 6D2D 521D 391D 303D 3200 3330 366D 315D 2260 185D 173D 150D 133D 115D 1050 998 (8] CALCULATED OUTFLOW FROM SMOOTHED INFLOI.I CCFSl 10DD 1010 ID4D 1030 1009 ID6D 125D 199D 5211 6021 5210 3910 3D29 320D 3329 3652 3141 2258 1849 1729 15DD 1330 115D ID5D 998 (9] LAKE ELEV FOR ROUTING OF SMOOTHED INFLOI.I CFT,B.L.P.D.l ID8D.931 ID80.951 1081.D06 ID8D.987 ID8D.949. 1081. D42 1081.393 1082.435 ID85.D66 ID85.527 1085.D66 ID84.2D6 1083.496 1083.643 1083.751 1084.008 ID83.594 ID82.736 1082.259 1082.1D2 ID81.775 1081.527 ID81.220 ID81.023 108D.927 ,-"""""· ~E f. 2.0 fOR ~0 TE S Otu COl UM~s_. ~ ....... V1 V1 C> C> ~S Rif~S AN I ~\llAL ?T tJ I~ UhliCH a Ttt \'UNY,OtJfttEO INFLOW~ oo W~ S INP\n A~ ~~~~ ''SMOO\ltb-o INfLOW" I~ 0~()(;.1( 11 C~~Gl1 IH~l ~ ''c~LCVLNTt=~ OuTFLOtU" 0 jVlf\TI\tGD' ~~CO(t~Gl) <. 0 UTFt.oW II AS \T s rtoVLO . ' t r-11-tE ? Roo-~" t1 wo~ ~J :r: J>~W-o t f ""D1E p.11 & 12 (o~w~ 1\0U1lk}(Y 1 S (O~~tCT. NoTe:: n u S::ld)' N& (St.::.e P. 15) To GET LOoff DP 11~0 WOR~tN& 18--TtNE ,f\·h}S 1 f'VT 11 F IYED tJ IJf'l-0 - ~eR itJ COL-; LB] & ff?EH ;!:' ''Cf\LC II ftEfG{T'T[;DL y ())H/((1 h Gt:;l) COL.[~] tmD ~Ni}G, o l1tgJ ~R ~f\CI1 ENTRY -~ I ~ ('oL-.[1] HIT '(:; D IT ·; THE~ ''RETvtrN" TltEJJ \'CP\U: ReP~TEDo·. fll)M.lV, COp'{ EQUfrJIO~} l~'fO [8] 11JD 11\T "em I( ~Eft::tm.Y. 1m; J' LDO P NeeDS TO tlc s et:i)el) G) l r0 lltl~ ~f\~liiO N .JJow I~~ m Mf\'( B6 ~UCCl3SFOLL'( r tltf>l~-o G 0 I STill ''Ct\L.t!l M~1T ~~ lilT ~c.:- Pt:~m:-oL '( TO 0~\P\1~ lfE'RPii)OJ.lS, FILE NAME: CALC29A [!] (21 [3] TOTAL DAY : ElAPSED : .l:l.T HOURS : < HRS l 0 24 2 24 24 48 24 72 24 5 96 24 6 ; 1-20 24 7 : 144 24 8 : 168 24 9 192 12 204 12 10 216 24 11 240 211 12 264 24 13 288 24 14 312 24 15 336 24 16 360 24 17 384 24 1 a 408 24 19 432 24 20 456 24 21 480 24 22 504 24 23 528 24 24 552 (41 CALCULATED UNSHOOTHED INFLOW <CFSl 1000 1046 1105 931 1041 1197 1757 3392 8629 4290 5252 2293 3346 3153 3575 3875 2160 1667 1567 1725 903 1473 445 1395 475 F fR0/1 P.l4 SYNTH E FLOOD OF (5 : (6] SMOOTUEO INFLOW STORAGE CCFSl <AC-FTl ---' 1000 : 0 1046 : 36 1105 : 135 931 : 101 1041 : 34 1197 201 1757 : 840 3392 : 2733 8629 7514 5700 9020 4170 8058 3580 6086 3000 5251 3280 4924 3575 5200 3875 5605 2160 4841 1667 3281 1650 24 71 1440 2007 1250 1522 1030 1005 980 556 985 282 990 135 \ ronp11,.. .£ [7] RECORDED OUTFLOW <CFSl 1000 1010 1040 1030 1010 1060 1250 1990 5210 6020 5210 3910 3030 3200 3330 3660 3150 2260 1850 1730 1500 1330 1150 1050 998 (8] CALCULATED OUTFLOW FROH SMOOTHED INFLOW ICFSl 1000 1010 1040 1030 1009 1060 1250 1990 5211 6080 5730 4009 3413 3198 3379 3663 3142 2259 1875 1683 1496 1305 1158 1083 1040 [9] LAKE ELEV FOR ROUTING OF SMOOTHED INFLOW <FT .B.L.P.O.) 1080.931 1080.951 1081.006 1080.987 1080.949 1081.042 1081.393 1082.435 1085.066 1085.895 1085.366 1084.281 1083.821 1083.641 1083.792 1084.016 1083.595 1082.736 1082.291 1082.036 1081.769 1081.484 1081.237 1081.086 1081.006 2 til 1 R l nL Rv t.l -Vses SM Oonlb-o \NrU>\0 fR,OM P, lt FOR F\ l ~ P\TTF11Vi f'IT $MOOlliitJ6-~U'I Il1E \ NrLOW t1Yt,t06-Rf\PH . TI1E COL-@J VALVE) t1Pr11ti TltG COL L71 ''60Ftl.' \J"LUES QUITE VJat.) ()UT ~ 'i TRII'il A.Di1VST:- M8J\~ Of COL.[?] HJFUWOO Ti1t CONftJTb~ > A SeTTER. f\fr7ll-( \AJPrs 6BT1i1AJEO, Sa= pI 20 R>~ \\tiS. .~ .- \..n \..n 0 0 iO !co ! :0 :< 1"1 :r: n .:J> r- (") G N -0 -o .::P @ {T'f r ' Ro~TI NG EQ\liJTIOtJ: ~~~ .JfVFUl\IJ Mt~US ~ ....-;~;;e.f!{>-~ -........ " l]';J' ~~~u~~~~J OF/RECORnfiNFLOU HYOROGRAPH FILE NAME: CALC2VB fll: (2] TOTAL : DAY : ELAPSED : II : HOURS I : 0 : 2 : 24 : 3 : 48 : 4 : n:: 5 ~ 96 : 6 : 120 : 7 144 : 8 : 168 : 9 192 : 204 : 10 : 216 II 240 : 12 264 13: 288 14 : 312 15 : 336 : 16 360 I 7 : 384 18 : 408 19 : 432 : 20 : 456 : 21 : 480 : 22 : 504 23 ~ 528 24 : 552 ( 3 J : CALCULATED : . : UNSHOOTHEO : SHOOTHEO T : INFLOW ! INFLOW STORAGE IHRSl : ICFSl : ICFSl IAC-Frl 1000 : 24 1046 : 24 1105 : 24 931 24 ID41 24 1197 : 24 1757 : 24 3392 : 24 8629 12 4290 : 12 5252 : 24 2293 : 24 3346 : 24 3153 : 24 : 3575 : 24 : 3875 : 24 : 2160 : 24 1667 : 24 1567 : 24 1725 : 24 903 : 24 1473 : 24 445 : 24 1395 : 24 475 : lODO : 1046 : 1105 : 931 1041 1197 : 1757 : 3392 : 8500 : 5000 : 4300 : 3200 : 3000 : 3280 : 3575 : 3875 : 2160 : 1667 : 1650 : 1550 : 1250 : 1050 : 950 : 900 850 : . . 36 : 135 : 101 34 201 840 : 2733 : 7447 : 8574 : 7564 : 5928 : 4998 : 4871 : 5189 : 5603 : 4841 : 3280 : 2471 : 2085 : 1635 : 1073 : 584 : 209 : -79 : ll RECORDED SHOOTHEO OUTFLOW INFLOW ICFSl ICFSl . . 1000 : 10!0 : 1040 : 1030 : 1010 : 1060 : 1250 : 1990 : 5210 : 6020 : 5210 3910 3030 : 3200 : 3330 : 3660 : 3150 : 2260 : 1850 : 1730 : 1500 : 1330 : 1150 : 1050 : 998 : : [9] : LAKE ELEV FOR ROUTING OF SMOOTHED INFLOW 1FT .B.L.P.O. l 1000 : 1080.931 1010 : 1080.951 1040 : 1081.006 1030 : 1080.987 1009 : 1080.949 1060 : 1081.042 1250 : 1081.393 1990 : 1082.435 5149 : 1085.030 6080 : 1085.649 5257 : 1085.093 3893 : 1084.193 3245 : 1083.681 3163 : 1083.612 3371 1083.786 3661 1084.015 3142 : 1083.595 2258 : 1082.736 1875 : 1082.291 1714 : 1082.079 1540 : 1081.831 1327 : 1081.521 1166 : 1081.253 1062 : 1081.046 978 : 1080.887 /' 1 I. :at: ........ \J1 ~!!9-fum-y-,~.1 rovers I STMTIAl~mt 11\E" SMOOTffl:;1) IN-~ fl.b,O OF :. p. 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'( !'11m t1G1 71tt: 71rR&GT M~IJ~tro OUT~OW OF OiL[7] . () ~ . 0 ~ COL [c.] IS RGU\TIVE SfD/MffE fti}OI)G /!L.IOi0,,3j') WHICH IS TJ1c; £Aite ElfV. 1lH11Cli coRftsi'&IJ"CJ TD " SJ'b1tJY I NNIU /~TPt610 OF /(X}() CfS . (SQ-'} p. 7) I St:E f. 5' ~e6M01AlCt-IAJ mk. Ftlfd •.. q1 ~ COLL9) -fO~ OOTftOUJ Or COL~] , cq' ~· 10 ~~ Lf\111,; ELEV.1~1\\IS bll~,N cou.~],~J,!Bl ffAliltll)J f11?E ftt;l.JITEJ) qt ()Y 11-n= R0017 N & E.Qv f'!nDA> M 11't: ~ . t · ~ ftt= il113 PA~) (J-1VIU6-REOM~ lD (1),.,-. ~&!.~ UNm. .:< (' ' ·_y()(}() !- --·-l ! . --~ I . ~ l ·-I '''T·y: -~-~-\~-. . .. ;.-,~·-r:~L.,,, ..... ~... --i-· ~-NlUilU-.--. ·---t ~ :.__ .. :.-.. •? -y---_. __ - • r • . . -.. • --•· r ·-. ' -~---..--. -1 ·tr -------_\)_fifu6~-=L~l1-~. ____ _ ·pQfrtt~lG-I~E4tl"flll~:~:.Q_r:,:-~6o~b.-~~:~ i·. _ .-_·N~'oR~E~-(V~IM~.ovt;;p).~~-:-~ ~~-. . +. --....... -.:....,~ ~-·""··. 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A. 5010 64 IFRONTl -·c":'~CALCULATION TITLE PAGE 'Y:*SEE.I NSTRUCTIONS ON REVERSE Sl DE CLIENT~ PROJECT PAGE I OF \1 f\L.AS'tfti Yow~ f1JTHORrrr ... 6RP1Dt..GY LArr~ HYDROB.ECTRK ~OJE:C..T CALCULATION TITLE (Indicative of the Objective): fLOOD R D\1il tJG-- t==woD oF Rtt:OR[) \HfrO UGH \5R?tDLEY LA~rs ~ 0nJt£"RstorJ TvAJJJSL J. 0. OR W.O. NO. # 15500.0~ CA LCU LAT ION IDENTIFICATION NUMBER DIVISION S. GROUP H CURRENT CALC. NO. 033 OPTIONAL TASK CODE OA CATEGORY(\/) 0 I-NUCLEAR SAFETY RELATED on om if N/1} OTHER OPTIONAL WORK PACKAGE NO. *APPROVALS-SIGNATURE e. DATE REV. NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW *CALC. NO. *REQUIRED (v1 PRE PARER (5)/DATE (5) REVIEWER(S)/DATE (S) REVIEWER(S)/DATE{S) CALC NO. OR REV. NO. YES NO DISTRIBUTION* I l COPY GROUP I NAME €. LOCATION l SENT GROUP I (V) RECORDS MGT. : P1 ~e FtLE -/1Nrrto«Mf ~ FILES (OR Fl RE FILE IF NONE) :0Rl6 .-JoB GtLR4·Z..: v I I I I I I I I I I I I I I I 0 l I r I I I I I I l I I I l HYD, OJV, CP\LC· 003 JD.I~SC:O NAME S. LOCATION i COPY I SENT I (V) I I I I I I I I I I ~ALCULATION SUMMARY STONE & WEBSTER ENGINEERING CORPORATION OB..IECTIVE OF CALCULATION RoorE TI1t Ftooo oF Re:coRo sYNTHGSlZE.D 1 MfLDw HYDRo~APH rRO.M rtYD. ow. CP\LC. oz~ THROIJ6tf \5i?I1Dt-er LAtrs fJNJJ Ttfe 01Vs~s1oN TV NAJa. DURt~& l'ttf\.SE I [TVNNG.L 1 &XCGPT N51tR INLET) () VNtl~~) V$/ N& T/11;" R11TttJ& CURVE fOR TVtJNEL FU>W V~. LA'rfG" SLBV. f).)tflCH LUM DGVGUJ/'fEO' 1 N HYD. Drv. CF!L-C. o 19 . CAl.CUI.ATION NITHOO/ASSUNPTIONS CD ooUTJNG r-~\lf\TIOtJ'""' D~ u>G.D : 1. +-I~. _ Q,-to, _ ~ 1 INFUJUJ MIJJvs ovrruw ~ OJ 1" DO 2. z -l:l t \.._64'Vf'tL5 tJ. STO~ A @INFLOW TO iH~ LAtH~ \S P\S.SUMeO TO ~~ IMMeOttlTELY D LSTR\!3\JTED OVeR. THE' WHOLS SURfP\CE PrREA OP THE LAtre, SO /~FLOW IS APPLIED {)I~EC.TLY TO EL&VATION Rl.Sb, ~ fLo\lJ ~T l11E ~<tltJllt~G--OF THE STOR/1 \S PISS\JM(;t:J iD Ge f1T P... S~O'( ST1ITE'" \000 CFS . CONCI.USIONS Tt\E Ro\JTitJ& lS G-\UE AJ Okl rAGe; 10 f\~D A PLOT 0 F THE' I JJfl.bW fr!JD 0\)TFLO\.U t\YDRO~f1PH5 I) ()1\)Gij ON P/\&6"" H . PEAl\ OJTFLOW 'Trt\tOVG-H THE DJVEIP11JN TUNJJEL lS 3 GOO CF5 wITH ~ COR~E)PONiJIAJS. U\t!E ELE'JFrTIO~ = !084-~3 ".,SAY 1085'. 1\ -\HIS COk)fiRMS THAT Tf1E HYDRl1\JLl( D61CHJ C~JT'fR!f1 VflLVE Of 4oC{)Cf5 t==DR 11-tG llJ~~GL ;~NO DOUJkJSIRSAt\ CHANNEL DESIGN (WM!CH NVMIJ~ CPr.ME AtOM ~YD OIV C~LC· 003 OF JD/+500 FoR P\ Olff4::;~Q}T \\Jl}Ntl IS STILL Vf1LID. REVIEWER (S) COMMENTS PRE PARER DATE REVIEWER /CHECKER DATE INOEP£NDENT REVIEWER OATE 2 4 5 6 7 a 9 10 II 12 I~ 14 15 16 17 18 19 20 2 I 22 23 24 26 27 28 29 30 3 I 32 33 34 35 36 37 ~a 39 40 41 44 46 .... 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION E:. GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_3_ # 15500.08 11 033 CPILCVLATION Irvot:x ~LC\JLAI!ON TiTLE PA&E ~LCULATIOI\l SVJ'l.MAR'<' C~LtlJLPti)O(\} INDeX SyNTHESIZED INFLoW HYDROG-Rf'Pt'\ R~~~~ CvRVE fOR TU~~EL fLOW vs. bRP\llGY LA~e ELEv. LOTU)_I-Z-3 CoMPUTER CcDIN<T IN~MI\TION CoMP\JTER ~urv FOR RO\JTitV6- PwT OF /~R-OW f'IND OOTFLDW rtYOR06-JtfiPH.S PAG-E'" [ ~ 3 4- 5 G-9 10 It 2 3 4 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 4 5010 65 J.O. OR W.O. NO. # 15500.08 STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE ·H 033 PAGE_±_ Sy~.nrtE~lZED 1NFLOUJ l:hoRocr~APH EO~ FLOW IUTo DRf\DLE1 Letr~ PD!! TttG" l~7~ fuoo oF Re.c6/!D ?ER HYDr DIV· CALt. 02.~) e. t CREF ®) : I 1 J .. [ 21 . ( 31 : [51 . ' . . : . . . . ' . . . . TOTAL . . SI100TB£D . . • DAY ! ELAPSED ; 6T . IIIFI.OII . t . HOURS . ( RRSl ' ( CFSl . . . -----. --------. ------' ---------' ' ' 1 . 0 : ' 1000 FLOI.O PtT TitS Be6-tlJ/JrAJ£r OF ' ' ' . 24 : ' ' \rtE 51U~tt 15 P'!S$Vi16D TV 6& 2 : 24 : . 1046 . . I 2. : f\T A STef\DY 511\TE" CO~DlTIOAlOF . ' 3 : 48 : . 1 I OS . )000 CF5. THI5 15 \YVST1 fl ABL.G . ' 24! . ' . : 72 : ' 931 f't'Nt> CONS6R\JifT'lVG"' GY OJ-. ' . 24 : SPe-cTtoll OF R.eF.~ 1 PLPirES ' ' 5 : 96 : . 1041 . ' ' 24 : 4A ~ 'TB) l-VH 1ct-~ G-lvG' tWOIW-' I 6 : 120 : ' 1197 6-~P\PHS FOrt rlANY YeN?s Of . ' . 24 ! ' . ReCORD . 7 : 1 4 4 ! . 1757 ' I ' 24 : I . 8 : 168 : ' 3392 ' . ' 24 : . ' 9 : 192 : I !!500 . . ' 12 ! ' I . 204 : ' 5000 . . : ' 12 : ' 10 : 216 : ' 000 ' : : H: , , . 240 : I ]200 ' ' ' . 24 : . ' 12 : 264 : : 3000 . ' 24 : . ' 1 3 : 288 : ' 3280 ' ' ' H: ' ' 14 : 312 : : 3575 . ' 24 ! ' . 1 s : 336 ; ' 3875 ' ' ' 2 4 : ' ' 16 : 360 : : 2160 : . 24: ' 17 : 384 : : 1667 ' : 24 : ' 1 g : lOS ; : 1650 . ' 2 4 : ' ' 19 : 02 : ' 1550 . ' 24 : ' ' 20 : 456 : 1250 : ' 24 : 21 ' 480 : : 1050 ' ' ' 24 : . ' 22 : 504 : ' 950 ' . . 24 : ' . :n: 528 : . 900 ' . . 24 : . . 24 : 552 : : !!SO "" 2 3 4 5 6 1 a 9 10 II I 2 13 14 15 !6 17 18 19 20 2 I ;,./ 22 23 24 25 26 27 28 29 30 31 32 33 34 3~ 36 37 38 39 40 41 ' 7 42 43 44 45 46 ... 5()10 6S STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEs_ # J'iRnn no H 033 '-' v R B11Ns. CuRve FOR Tv~kJ~L Eww pJ,.w ./r ~"re-5 _1/o<>/ (: /I' o/ ~ f I .o> J,-t 'J.~. \5rs11DL..E~ LA we. B.Ev. 'D~~l~ El("v F/v(.J YI-T~SE I . :)o lJRCC : lit D. DW· /<J/1,7/ {""'o o Cf\LC-0 l~ ~ P. -to L ~cf: CD 2 ~ i /<J7f".J). /Doi> I I . ' I o g' f /o7'f.YB ;( IJIO f I /085" ;oBf, l'7 2 roo l I !OfJ'f jo3'1.12 ) {.Clu v /0 8] ;o e r. t 2 3 fj ()(.) //! . /0 8 2 ' i 1 o ;(. "'12 'fovo I I ELt.v ;u9/ I I T ;olio I I v I I ' ! I I l I o 7' I I I D 78 I -. ~ ~· /0 77 I I I I I I I Jil7{, I I -v I /0 7) I i i I I ! /OJ'/ ! ! --"···-·~ I I I : /0 7 J I i I I I I I I 0 7').. I I f ' I I I i I I i I "7 I I I i I ! I J07o JO (, <f I I o r..t.. II 0 I (/ ()D z d00 J ()0() "'/. 1?00 rl"v I I I rf.J: 2 3 4 5 6 7 s 9 10 II 12 13 14 15 16 17 IS 19 20 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 J 42 43 44 45 46 .4501065 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J. 0. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE j;_ # 15 50 0 . 0 E H 033 LollY.> 1-2-3 conPVTER C.o.crruG-INFORMPfTIOAJ; \JSE ntE FOLLOWING-CDLVMtJS ~ [11 I, [21 l [3], L4-] ' hs"J ,~ [e:,J r [7] T011\L I I LP\WE" DA'f I EU\PSe:o( 6. * I INflOW Sl1R~I OtJTfLDW 1 'E:LEVATIOAI _ _:_. _I _Hou~~ (t\Rs) wc.Flj Tl (P\c-P!) +--(CFS) ,' (PT-1H . .r>.D)-ROW"' · · r · · , 1 I 1 , A !1 C-D ~ F-G-H I ~ t( L. 11 t1ETHoo l COLUMN~ D], [z], L>], &: [t] fiRE" 11-tE" /~FWW HYDROfr~APH FRoM p, + A Loop 15 vSGO TO oGT?nN \:J,-Lir~CED VALUES !IJ CDL-5. ~5] ,l(;], !.[7] : foR CVRRSAJ'i LAire BEV, WltllE LOOP!~G-- -(P\LCV~z. (COL CGJ) 1*011 ~!'ITJflliT TI\GUO LDO~ap ( ~-rg~~~ -vSE 1li!5 o2. IN Rour/IJ6 EQ!JP([')orJ I.r"' -o£0r.= >s.is, To CI'\LLVI..IHE: S2. . -VSE. Ttil.rs; TO CALC.Vl..fi'Tt; LJitrG ELEVATtOIJ. - cot'\PPIRE C.JJRROO LAms ELEV. wtTH CALCULATE]) LA'rrE [;u;v. -IF f\\::>SOL01C VALU6 Of D! PP8?61JCe-IS L-8)5 T1fflN Q.(XJI ~ THE AJ SN'[) I~ M'lO N . -IF iVOT) TtteN ij'\SJLACs 11 (uRR8JT L.Arrr:; ELEV·" WtTH T1tE AVE:R'l&e OF nts \\C\JRRt;:~ L.Arrt=: £LEV. II & I\ CP\LClJ~fiTEJ) Lfr\1E ELEV. 11 fiNC CON\ItJUE" LDOPJN& , St::e ~EXT ~A&E' FO~ Moite De::TAt'-, STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010 65 4 5 6 7 8 9 10 II 12 13 14 Ro~~ \ : 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 J 42 43 44 45 46 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION 5 GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEL # 15500.08 H 033 COL.E RoW 10: Row lZ.: ETC. I I I I COL.G (4] INrLDW COL. I I 10 S, COL. K [G] OVTfLOV COL. M l\10 0, ~ COL.t\1 CElL Nrz. >TOR.~ G:WES LAtr~ a.EVP<noAJ ~----------------------~7 Ml'Z. N 12. ---- ;;;:: IF LAlfE f~IJ.-LAtn~ Eu;v. < o.oot ') L'CAVE M 1 z UNC~PtNG-e'D. lr NOT> \MEN PrvEM<1G" MIZ. &: Nt2 f'rNO RE.Pl.P)Ct;" /'1\Z WCl}t TH/5. _ :. LooP 1'0MTJtJUE5 JlN17L BAL11N.Ceo. _ .--.~ T r= ~ CCDDlfllG-FoiS. CElL M1'2. ~ @lr(@P1BS(M!2.-NIZ.)~o.o01 )M12.,(['ltZ.+NtZ.)/2.)D (Sit'Lc.DDING-FOR n 14 src) .... ./ --.-. .-. I ,......,. --~ tOR C5LL N 1'2..: Sl't)ltl\61? IS GPr~O o U 111C FOUJ)llJ/ tJG--- (i) IT lS THE VOL\JMG" Of IPftTI=~ ABOV8"THG U\~E ELGVfrTIDAJ W\iiCH toR.Re)fOhl:Os ro TMC \)s&nHJI~& I;;ME F=Low oF IDa? cF.s . @ \000 C.FS) t=Ron ?.5 Rrm~&C.\JRVb, LA\fE ELEV.= !075·32.'. (0 fOR INCREM8JTAL VOLUi16"') FR0/1 RSF.(£l ) PU1-TF 57 ~ VOL.@ EL~V. !IOO ~ 1~)33~ .1\C-FT ~ E:LEV. 10 80 : 0 AC-Fr ( 1.12) TliEI~ "UttrE" :;~FME") ~zo'~ Jt;)J~ k.-FT oR 18f7 AC-FT/FT 1381JJ, ELE\J. lOBO & liDO VOL-@ ELEV-IOW: 0 AC-Fr @ E LEV. I 000 : '3 L 223 F'\C 'Pr VOL~L.OW 1\relR ''LAin; )URf'rla:• A'20~3l,ZZ1 P'\C-fr o~ 15GI ~C-FT/FT GETW.ELEV.l()GOJ./V50 ~NnD H.l ~EXT SHEET) ../ STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .6.5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION 5 GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_8__ # 15500.08 H 033 2 (Lo!IJS·l-2--3 COMPVTeR-COOl kl6-IN'FO~Mf\T/ON, COAn'o) ; \1 DR CeLL N 12 11 CON\D. ) : 3 4 5 6 7 8 9 10 II 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 45 46 (_c) VoLUMe= \3ETlOeeJ ouR ''z8\:o STOitiV!ft5" f=.f.J:;IJ. oF 1075,32 1 ANJJ aev. JO so , (,tntE~E"" me: \!>tE"IIn m sTORPr&t fER FT occu~s = (1ow.ooo-1075·32) (Jsc.1) =-730e::, AC-F7 L N:·FT;i:r (d) :. IF LAtiE 6l..£V. 15 l..E55 T111tiJ [080 ; 510RAGG =-( Lltlf€ GU:ill.-1075·32.' )(15bt) Lf1C~FT /Fr t'IND IF U\tre ruV.f5 MO~G TH/1~ 1030 : STORF\SE = (LA'rfe: EL6V.-1090 )(1817) -t 730G AC-FT LAC-Fi/FT ~) R>R C8.LS Ut16" tvl2. >WE W~MT 11 U\~E ELEV.)&IVSN STO!tP\&E". fRO.M. "@)" PtBDVE : IF S11>~tAG'G \S 1E5S TrfPJij 7300 Ac-Fr Q.G:)LAtrEELsV.ts<-IOBo) /_--L.P<:.\IE £LE.V. :: STORI\6'~ 1' 1075.32~ COL,.J-15' I ~ lf STORt\G-G lS t\01\c THMJ 7306 P!C-FT LJ.\rre. t:;L.eV.:: (s:m~l\6€ -?J(Jc,) + /0 80 .oo ' lSl7 FOR CaL 2 3 4 7 B 9 10 II 12 13 14 15 16 17 IB 19 20 21 22 23 24 2 29 30 31 32 33 34 35 36 37 38 39 40 41 42 . .../ 43 44 45 46 ... 5010.65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEl # 155oo.os H 033 Q_o1\J) l-2-3 COMPUTER COOING-1Nr0Rt1ATION.) C01JT'D) VSUJ& THE RI\TI ~6--C\J RVE'" FOrt l1'tE TtHJ N5L fROM P. ~ M11 rre A COMPUTe"~ LOOIIUf T7'13LG \J.SI N6-Tli& PDI.OTS F1t0i1 p.s PUJ5 O~b eXTR~PoL/rTGl' PO I~T l IN CP\SE" FU>u> Ml61tT G){CGb-t) ~00 cF5; f\N D V SE THe fOLU}Wtl>6- TD ~~OVI~E STR~IGttT-UNS /N\ER?OL.ATIOtv : COL. p COL.Q C.OL ~ COL . .S COL.T COL. V C.Ol-. v COL.W Row 10: (UVfE a.) lOSl.Z~ 1084.~2. !065·"Z /oe&.tz 1068,4-Z. Raw II : (FLOw) 500 2.500 3b00 1800 4000 4-500 Roo 1-z.; ~LAIIe_) E;L.. 2·"1 1·81 3.c;J o.7o a.so z.oo (GU'\Nn) Ruo \3: (~flow) 500 lOOt> 500 1100 zoo z.oo 500 (Bvn1t1) ~ P\1\lGE FOR .lltE f\BlNE_V\BlE IS PIO •• WI3 . COOl tva-ID G-o TO 1A61£ W fTH L.PJtre: 13L6V. AND -m I tVTGR fourrs FoR CORRE5P'Om>l~ G-FlAW; 0,. AGOVE , FoR rv\I'C.. ) ELEV.= IOB3.00 (Ct:llVml SIO= t0q,J.2.~ AN.DT/0; !084-.qz): c: r: ) ?c:: 0 \_(ioa>Loo-ID81·?}) (IIOo)/ 7 018 I LOW ~_CELL 1'\12. :: C-JO t' [ J.G3 J c .:>) CFJ v NoTE oM Se-eDING--LooP : 10 Sei LOOP> V P ~N D WOR\111J ()-t11JST PUT A flXED NUJ113E~ lN COL Yl Af\JO ~\\~)>\'c. fl\LC u rfEY Rc?81'TF0L'( ( COt1Pv'ft'~ IS' ~eT TO "!1AWfrL '' Ref/rl(IJutflON MooG) , \MIS GE15 sroRrreF ) coL. r ~!E)/3 w1TH VlrL'J8 (tJJsn::-nJ) br"E1~ff') , TrtEi'J rott 13\CH ENlR't fij CoL M ) PR~~s ''EDIT'', llrEN "RE'TVRN' , Tlt8J "CP\LC '' (r~Mre-DLY. f1NI1LLY CON' EQ\)f\TJoUS I NTD CD L.. li ) 1\ND PRESS 'tP\t.C '' lttPEATEOLY • T~ LD op-s Na.~ 1l 0G 58:;ioe1J \t-l \1\lS ~P\Shi~M (rttU~G-H N01 NEC8SSttR)L'f ONS frr AT/Me) . # 15500.08 D\\~-H CALC..033 FILE NAME: CALC33 ROUTE FLOOD OF RECORD [1] [2] (3] TOTAL LAKE DAY ELAPSED ~T INFLOlrJ STORAGE OUTFLOlrJ ELEVATION It HOURS (HRSl (CFSl <AC-FT) <CFSl <FT,B.L.P.D.l N(}IE:S: ----------------------------------------------------- 1 0 1000 0 1000 1075.320 (oLql],[t],\;J &.l41AREfROI"\ 24 \'A-. 2 24 1046 40 1006 1075.345 ~ElJ'o,iiOll Of Cct · 24 \'(.)I 0\lil'U)(o), 1'11 3 48 1105 159 1025 1075.423 (OLL7], L!\nt: EL, 24 IS FftO(l f'. 5. 4 72 931 148 1023 1075.415 INCn:1'1EtSii\L 24 ';TOII:ME' IS 5 96 1041 84 1013 1075.373 ~f1 f.7: 24 15GI /1c·FT/FT 6 120 1197 267 1041 1075.491 GeLDW SL.\060 f\ND 24 \SI7 FC·FT/H 7 144 1757 1017 1157 1075.972 ' 11\30\IE a. lOBO 24 8 168 3392 3457 1532 1077.535 24 9 192 8500 11024 2729 1082.047 12 204 5000 14707 3344 1084.074 12 10 216 4300 15904 3543 1084.732 24 11 240 3200 16256 3602 1084.926 24 12 264 3000 15402 3459 1084.456 24 13 288 3280 14859 3369 1084. 157 24 14 312 3575 14959 3385 1084.211 24 15 336 3875 15537 3482 1084.530 24 16 360 2160 14747 3350 1084.095 24 17 384 1667 12302 2942 1082.749 24 18 408 1650 10117 2578 1031.548 24 19 432 1550 8437 2316 1080.623 24 20 456 1250 6868 2066 1079.719 24 21 480 1050 5299 1816 1078.714 24 22 504 950 3895 1600 1077.815 24 23 528 900 2734 1421 1077.072 24 24 552 850 1794 1276 1076.470 ( --\ • ' 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 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 4~ 46 STONE S. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 1M 1 sso-o: ox \-t 33 f-\, A-F ' '~ l) ·~\0 C:rk \\)610 -lOlO \Sht'--CC~) 0 / - \ \::)~ ~ 1-i"'-3> 12. l~ l.~~ ~s I CJ 1":::.<7 (\. 1.. ~'+'+S / \\0 0 ,6-y Sb'-1\.L &l~1 ~7 ~ cib6f 4-t/, Y\)~ iG '6-4-91~ \\ ~ 3 ~bl\f-2. '~{I l. b~"t ..L. I ' ) t~ ~1 0\-[ b<J.-~ ~Efl~S ::,uv l_. ~ "'=3 ( "2-~3 & \ ({-~ ~3~~ l -sl \ ,, ?>.":; "'~ %-z_ 3V..~'S7 ().liS ~lSll. '=:-'*'I-'\-0 ~ ~149\ ~':>~\ 4\~"?... ~ . n C\ 'SS) l,j I t-: \ ~G, 4~1~:, ~Q. \6 4(:,oo 1 \ 2 3 4 5 6 7 a 9 10 II 12 13 14 I 5 16 17 4501085 STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. 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'2-8. &;; IINDEPENDEN~REVIEWER/DATE 1-f,-,!,!V/NSCJAI la-Zt' -E r ~/e. ~~~. z_u~. ~ R ( SUBJECT I TITLE I QA CATEGORY I CODE CLASS ;~/M/ tJ U//·ltl.5' Fc;,.z dcs-/L$..<./ tt/2.//-rcr2/4 N'/~ 82EOITION (t../&C) 23-H g -21,. .5 - TABLE NO. 23-H--PRESSURE COEFACIEHTS (Cq) E'X ;JcJSv'l.E" I" ---o~<=·Z CJ,:: us£ 1"-L I D£Sit'.y Cl(!•r6V<l TA<1LW STRUCTURE OR I v.:: 775 ..r //);' POUlT T"HEREOF OESCfltPTlON c. FAClOfl 0-~0' 20-'10' 40-&0' hO-/CO' I /OO-/.JO/ Primary fnmes Method l (Normal Force Method) ' and systems Windward wall I 0.8 inward -ZS" -;;7 3/.2-33.3 37.4 Leeward wall t 0.5 outv.iard IS:& /6,.9 ]tj.? 2o.c ~3. f- Lccwardrooforflatroof 3 0.7 outward -;Z/,8 23.7 273 21-1 3 2. f' Windward roof 'ZI.? 2 '7. I 32.?' Slope<9:12 4-23.7 "' .... 7 0.7 outward ,,.. /. _../ Slope9:12to 12:12 0.4 inward I '2. +-13-..J Is;& /!-..t:P /8.7 Slope>l2:12 0.7 inward -21? 23 7 27.3 2~7. I ~'2.f Wind parallel to ridge S' 2/..f-73.7 2?3 25.1 32.? Enclosed suuctures 0.7 outward Open suucturcs 1 1.2 outward '37-l 4o,c.,. 4t".-f +4.9 Se.2. Method 2 (Projected Area Method) On vertical projected area tfo.f" t:JJ.'1 ..s-4 t,o.t Suuctures 40 feet oc I.J horizonul so. I less in height any direction 43.7 "'7. 3 ~6-2. t-s;s Suuctures over 40 feet I .4 horizontal Stf.,c_ in height any direction On horizontal projected area '2. l·f 2-J, 7 '213 Z. '7, I 32 ·.? Enclosed structure 0.7 upward Open structure 1 1.2 upward 37.4 -fCJ. (, f-t,.f -/4 7 ~t:,-2 Elements and Wall clements 3 7-1-40-.% 4t,.~ 41'9 components All structures t, 1.2 inward .S&-2 ( Enclosed suuctures 7 1.1 outward 34,3 37 . .2. 42.Cf i S:J" S/·S Open suucturcs 1.6 outward 4&f,q . -r-4-/,7.. 4 /_.,&,.C-7 ,L-. 't Parapets g 1.3 inward or LfO·r 43·1 ~(),/ \<I f,o. 8' OUt"''Md Roof clements ' Enclosed structures 34.3 37-2 42.'1 45-S ..)/.$ Slope<9:12 ~ ... 1.1 outward Slope 9· I 2 to 12: !2 I . I outward or )4,_3 .3 7. 2. 4'2, '1 4..)'·? r;,.J 0.8 inward 2..-2.7 ~ /. 2.. 33. ~ 3 I· Cf- Slope>! 2:12 1.1 outward or 34,3 ~7-2 42.7 4 {", t? S'/.Y inward Open structures 1 --11'. 7 Sf!-~2.4-7~-9 Slopc<9:12 1.6 outward t::. C,, t::. Slope 9: I 2 to 12: 12 1.6 outward or 47'.9 ..5""'4 62--71-c., t::.. c.:. 74, I 0.8 inward 2) :J.7 :!/ -z.. ~3 5 ).).q- Slope> 12:12 1.6 outward or 49,9 s-~ ~z.-r /AC,,(""'_.... -;q,.q 1.1 inward -:..: '?.. '3 ;z: 42.q 4S:r3 5/.<J Loc.al areas at Wall comers 'J 2.0 ouN·ard (,2.4 ~7-~ 7R ~).Z.. CfJ. (._ discontinuitics2 Caoopies or overhangs at eaves ! S7.f '14.~ Mf. 2 /!(., . .s I 3/. or rakes /O 2.8 upward Roof ridges at ends of buildings or eav~s and roof ~dges at ' building comers /f 3.0 upward ! '1'3. f.p j01·1-/17 /21-t" 14CJ. 4- Eaves or rdkCS "'·i1hout ovcrhanp away from buoldin~ comers I and rid;:cs awa,· from ends t,Z/f &?v 7f rf 3-2 9]. (, of building 12 2.0 upward Cbddm)!. connccuons I Add 0.5 to OUI"'Jrd <lf Up"-·ard C, 1 l(•r appropnatc location fJ.J 17-3 s-t.c:, j-,f.z 6S-S' Oumncys. tanks Square or rc.:ctan~ub.r I .-l any direction and <;Oitd tO"-'C" H~.\ag.on:..tl nr octagonJ.i I. I any direction i1,3 37·2 42-'7 .;.s:i SI·S Round or clliptiol O.K any dirc.:ctioo ?.S" 27 1/, z... '3 3-3 37·.,. Open-fr~mc 02.4 /., ?. (., 76 ,? J. z. 'f],t, (OV..'Cf"S·' .J. 2.0 any din.:ction ';igns. flagpoks. lightpoks. nnnor 43.7 17.3 I s-1, c, st,z &.J..J structures 1.4 any din:ction CALCULATION SH I J.O./W.O./ CALCULATION NO. I REVISION I PAQE 45010 61 lsroo/ s-c;c./ () 1/ ur-:J '2.- EET STONE & WEBSTER ENGINEEHINll t,;UHPOHA IIUN PREPARER /DATE I REVIEWER I CHECKER I DATE 'INDEPENDENT REVIEWER/DATE j)J,/;, ;V//fsoAI ltJ-2.9-f-) S · E> rfl · bO k.J-4 A R_,_' l .2_2;,PG - SUBJECT I TITLE I QA CATEGORY I CODE CLASS IAI!L/L) 1~405 FC:hL £Es/~fl/ c:!/z;rca,;~ tV/,4 982 EDmON ( t./8c J 23-H 6j=-2~ TABLE NO. 23-#--PRESSURE COEFACIENTS (Cq) £,;(Posu.-~c e ( .~.:sj) smucruAEOA u-Jl'Y ..r /./_ 1¥.RT THEREOF OESCAIPTlON C• FACTOR 0-20' ;)CJ. 'fO l t,/0-~0' 100 ~·tio' IOcJ-IS0 1 rrimary frames Method I (Nonnal Force Method) ~8·1 :3 J -::: '), 0 3g.z -!3 and systems Windward wall 0.8 inward Loeward wall 0.5 outward 17-9 /4,¢ '2 2. 4 2T 'l 2 C,. 9 Loeward roof or flat roof 0.7 outwud :2s./ .2. 7· 2-03;.4 :? 3. 4 ~ /.7 WindWa£d roof 2s-;; :2,/.2... 31.4 33-4 3 7. 7 Slope<9:12 0.7 outward Slope 9:12 to 12:12 0.4 inward /4.3 /5 .. r-J7,q /1 I 2 /..\ Slope> 12;12 0.7 inward 2~/ 27-2 31.<7 33.4 .~7-7 Wind parallel to ridge 2S:,/ ::27.2 31.4 =<'3.4 37.7 Enclosed structures 0.7 outward Open structures 1 1.2 outward 13.-4~.L, "3. Cj <;J. 4 c, ¢. (;, Method 2 (Projected Mea Method) On vertical projected area 4~.7 ')r;.4 _Jtf. 9-~z.; C.7.7 Structures 4Q feet or 1.3 horiwntal less in height any direction Structures over 4Q feet 1.4 horizontal 50-3 S4. 3 ~2.f ?t,.tj 7Sd in height any direction On horizontal projected area :;._s-, I Enclosed suucture 0.7 upWa£d ;)).2 3/. ~ 33.4 37·7 Open structure I 1.2 upward -f1,cJ 4~-b SJ, '7 J-), .rf t, -;., .::;.. Elements and Wall elements ,t'~,(., .5-J, 1 .s-'),f i,4, 1-components All structures 1.2 inward 13·0 Enclosed structures 1.1 outward qq_s-£12,7 411.4 ?2-~ SCf.2... Open suucrures 1.6 outward 'i 7-4-£.7. 7 /. R' -; (.. \ _8 0-f>-Mapets 1.3 inward or -?t:-.7 SO· 11 .) ?--1-~2·/ 6. '7-9 outward Roof elements ' Enclosed structures ~q,(" -{2, 7 .f t:j, -f 52,G, S'1-2 Slope<9:12 1.1 outward Slope 9: I 2 to 12: 12 L I outwud or 31.~-?J•7 ~ .S2,(.., S'f-2 0.& inward 2?,7 ~I Js,<:J 3 ,r. 2. 4'3 Slope> 12:12 1.1 outward or ?q.<"' 4.2-7 4"7.4-s-:2.& 57.2-inward Open suuctures 1 -~-} . .ft ~2 7/.t/ 7~.$' a' C.. Slope<9: 12 1.6 outward Slope 9:12 to 12:12 1.6 outward or ~7.4 ?,/ ?I.R ?~·S' gc, 0.& inward 28'·7 3! 3" '7 "5 tf'-2 i'3 Slope> 12:12 1.6 outward or ' :.,-7.4 ~2. 7/.)1" -zfb,_f' tr/A Ll inward ' ~c:;. ,--.:;--::~,7 4"'1.4 .")2,~ -::-q, 2 Local areas at Wall comers 2.0 outward ! 7 /· g 77.2 c?-7-~ 7.J":C:::.. /07-C:::.. discontinuities2 Canopies or overhangs at eaves I lo f, {, !33.~ /5'0. t:-or ralces 2.8 upward i /60,5 /2S:7 Roof ridges at ends of buildings I or caves and roof edges at I ;07·7 /I~' Lj !31-. ') /-!3, f-/~ /. ?-building comers 3.0 upward Eave~ or r•kcs without ovcrhanl!~ away from budd in;; comers and ridges away from ends 7/.f 7 7,2-0'1,S 9S:~ )07,{-of building 2.0 upward Claddin!! connection~ I Add 0.5 to out,.-:ud or upward c,, ror ;,ppropriale location s-e>,3 _s-4.3 ~z-o ~C.-9 7S"t.3 Chimneys. tanks Squ~r..: or rcctan~ular I .-< any direction anJ :.Ohd tOWCf> I kx;t~onal <lr octagonal 1.1 any direction _ 3'7,\ <72, 7 -9'9.4 ..5_2, (., .. r7-2 Round or elliptical O.ll any direction 2 ,1', 7 3/ 3r:9 Jp,z. 43 Opcn-fr•mc 7/,.J' 77,z .f'%8 9J-. {, /o7.c... hJ\"'CfS ·' ..I 2.0 any direction <;igns. tla!!poks. lightpoks. minor C7f~3 6 2-o 60-9 7S:3 ~ructun:s 1.4 any direction s-CJ, 3 c ON S E STONE & WEBSTER ENGINEERING CORPORA IIUN CAL ULATI H ET I J.O./W.O./ CALCULATION NO. I REV;ION I PAGE &5010 61 ls.:;oo I soc. ; J "" ~ ,.:._ ')-. PRE:PARER /OAT£ I REVIEWER GCHECKER /DATE ·liNOEPENOENT REVIEWER/OAT£ U 1f:'. ,&f/l so,../ -/t:J -z .r-r r 0.2;, .. &Jkfl.A~i I . 'l e.. ec& - SUBJECT I TITLE I OA CATEGORY I CODE CLASS tiiiUO t {}llj•.J.S Rl/2 DE .f I c.::;.-...! {f/2/ /1!!:)'2 / ;(J tV'/.-1 l82 EDmON Ll d C 23-H Ff.?05t//2.E (!_. f;-:31 TABLE NO. 23-H-PRESSURE COEFFICIENTS (C.,) -p {p:s-;:-) smucroREOO I v-;/7': -'--7-o PIUIT THEREOf' OESCRti'TIOH c~ ~l'OA 6-zo 1 2t'J:.. #o 4c> '-t/!1() 6() '-/I'YJ I J0c7/-/J.u I Primary frames Method I (Norma! Force Method) I I ! I and systems Windward wall 0.8 inward Z7. 7 i '3 2. z 37·2 Jtj. 7 I 'f¢. (.. Leeward wall 0.5 outward /Bt. I zo.; 2.3.Z Z4f j z 7.Cj Leeward roof or flat roof 0.7 outward 2C. 2?.2 ]2.(..,. ~4 7 i 3'7-1 Windward roof Ztf:Z :f2,1. ·.;ctl, 7 ! ~"7. I Slope<9:12 0.7 outward -z~ Slope 9:12 to ll: 12 0.4 inward I.;., '1 i /&I 1A.""' } ,;;, I! i 22· J SI<Jpe> 12:12 0.7 inward 2~ ' 7:r.Z =? 2 ,(, ""'<f-. 7 ! 3'1·1 Wind parallel 10 ridge 2!.. Zlf·Z 32.~ 34·7 l 37, I Endos<:d structures 0.7 outward Open suuctures I 1.2 outward 44.t, 4,/"-4-.5':-r: 8 ..5"'7· f t,t,.e; Method 2 (Projected Area Method) On vertical projected a.:ea 4?1-I .:)Z.4 t. a.-f. &,:.¢4 72.r Struetures 40 feet or I.J horizontal less in height any din:crK>n I Suuctures over 40 feet 1.4 horizontal ..SJ. J~-~-! ~~d l.t, 'f. tfl 7 t!'. I in height any direction I On horizontal projected area Enclosed structure 0.7 upward 2.::; "2J':2 I 32.t, 34.7 J'7, I Open structure t 1.2 upward 4-f.~ i 4!"4 I s.::-:r $1-.J (.-.7 Elements and Wall dements 4I~ f'-~4 i rJ.r s'f . .J 1,7 components All structures 1.2 inward Enclosed suuctures 1.1 outward ¢c;.y 44,3 S/Z. rf,t,. I t. f, 1- Open structures 1.6 outward r'J . ..r r;.4.3 -u..···;;~. ,;;;;;ii},<if ! g'"/,3 Parapets 1.3 inward or 4tf.<j. 5'2.4 I (.,C)' -1-t,~;~ 72,..; outward ; Roof dements i i ' Endos.:d structures i I Slope<9:12 1.1 outward .t/t)Jj I 44..3 i 512 j-4.~ t,;, f Slope9:12to 12:12 L I outward or ~t:J.'9 I 4"/.J ; ,J/-z s-4-~ :~/-¢-I 0.8 inward 2-7.7 ".52. 'Z i ~7-2 '37-7 411'·(... Slope> 12:12 I .I outward or ~.<;' ,¢¢,3 inward i <:;"/, 7 \d,/'-,..,;, I. " Open structures I -J'q.j t{,fJ -u.,.f. 7Ci. 9-i7.3 Slope<9:!2 1.6 outward Slope 9:12 to I 2:12 1.6 outward or r1..J ..t4.f j 74..,4 ~--~-&"5· 3 0.8 inward "297 g;;.z : '87· 2 ·~ 'i.'J 144-<- Slope> 12:12 1.6 outward or : r"f.J ~R·J 7 d. 4 ''"· ., K'1..J 1.1 inward '4/1, '9' 4~,., ~/.7 n.~ I h/·,_ Local .areas at Wall comers 2.0 out"''ard i 7<f. ¢. g:'C'·(,. 9~ q'f, 2. /1/.t, discontinuitiesl Canopies or overhangs at eaV<'!S 1/(74.2.. !31'·'1 or rakes 2.8 upward 1/:Z.J' /3t:J, 2 IS0. 'Z- Roof ridges at ends of buildings ; I ! or eaves and roof edges .al I buildmg comers 3.0 upward i 1/ j, (, 12oJj F3tf.S" /41'-? I ~ 7. 4- Eaves or r.tkcs without ovcmang.s I away from buildin!; comers I and rid£CS away from ends 74,4 oo-~ 93 1 772 I /1/, (.., of building 2.0 upward ! Claddinc connections i I ' Add o'_ S to out "'-ard or upward I ' I I I i C" l<•r :tppropri31c location ,-2. I ..J (,.'f r.:,s. 1 u,e; . .; 7(', j Oumneys. t3nks Squarc or rectangular l. ~ any direction I and wild IOV.CfS I k.<a);onal N octa~onal I . I any dtrccuon 4-o-1 i 44,=< J-/.,2. ..)4.~ 6/.4- Round <lr dliptlcJI 0.!! any direction 79 7 .32,2 ?7-z JCj', 7 4-1-.Ct::> Opcn-frJtnC I towers·' .t :!.0 any direction 744-· ! 8t:J-~ 93 f9.Z ; /1/. (.r I l <;igns. llagp<Jks_ I lightp<Jks. noinor s··z, I 5'~-'1 ,{,.J,; 6 "j. !' 7 T.; structun .. --s 1.4 any direction I STONE & WEBSTER ENGINEERING CORPOHA IIUN CALCULATION SHEET J J.O./W.O. /CALCULATION NO. I REV;ION I PAQE ... sow 61 /,:,5oo/ ...s 1/C.. 1 /)a( .7?-- PREPARER /DATE I REVIEWER I CHECKER I DATE liNDEPENDENT REVIEWER/DATE N/// .V//Y soJ lo-z~-fr $.B. H · £:,[>'..:... i-1A'< I /. 2~-~k, - SUBJECT/ TITLE I QA CATEGORY I CODE CLASS 1(/1,{/0 ttJ.N05 rod LJC5 19~ (! /2//i~/2 /,.. /II 1/.l 982 EDITION I/ c' C. 23-H TABLE NO. 23-H--PRESSURE COEFACIENTS (Cq) EA" ..Oos u ..e E c b 5 :-3 I smucruAE oo v=7TO H,1171 ..r /•/J ~ TliEAEOf' DESCmf'llON C• f<'CTOR 0-2cY J..a-qa' Qo-tfx} I r,o -;oo' loa-r:;o' Primary f10mes Method I (Normal Focce Method) 31-2 37 4 2.rf f_j.{, 5_/f and systems Windwacd wall 0.8 inward Leeward wall 0.5 outward ~ /. 4-2. i. 2 2 t;.. K 2.5-..J 32-I Leeward roof or flat roof 0.7 outward 3o ~ ?, 4 -:J,?-4 3 Cf. q I 44· '1 Windward roof 3 z. f-37.4-37. 9 41-1 I Slope<9:12 0.7 outward ~0 Slope 9:12 to 12:12 0.4 inward /7.; If.'<' .2 /. 4-22.? 257 Slope> 12:12 0.7 inward -?/) ~?.</-~-4 -,..,<:;. Q 44.9 Wind parallel to ridge ~r-, 32-4-~7-1-3C;.CJ 44-7 Enclosed suuctures 0.7 outward Open slructures' 1.2 outward "l/ 4-55. (,p ~4-2 ~?.4 77 Method 2 (Projected Area Method) On vertical projected area 5S,f.o C,a. 2-(, '1. u, 74. I Structures 40 feet or 1.3 horizontal /0 ?_ 4 less in height any direction 5'"1-CJ (, 4-.o 74,7 71-6 f' c;.c; Structures over 40 feet 1.4 horizontal in height any direction On horizontal projected area Enclosed structure 0.7 upward 3c) <, 2 ,q 37-Cf 3 'j. 1 44.9 Open structure 1 1.2 upward _:;-/. 4 :;-r. '-C.9-2 t..t-9 77 Elements and Wall elements .)/, ¢ {,4. 2. (..:, p.4 77 components All structures 1.2 inward .rr. c., Enclosed structures 1.1 outward 47 so.1 ..\!"•? 62 7 /().c;.. Open structures 1.6 outward ?,,R. "/ 74 .?~-(., "j/.Z-/02.-7 Parapets I. 3 inward or rr.t' .... /-,1'], z.. /..,i:;,h 74-, I 2._5-1-outward Roof elements ' Enclosed structures 4 7. So-9 St.! t, (, 7 7o-~ Slope<9:12 1.1 outward Slope 9:12 to 12: 12 I. I out"--ard or 4 7 )0.9 jf·tf G2·7 70-& 0.8 inward ~4-L ~'7 47-7 -sf..,;~ J/. :tf:. Slope> 12:12 1.1 outward or 47 ~9 SR.R /...7,] 70. (., inward Open structures 1 -tf.tf 74-t:,-: (, q j, 2.. 102.7 Slope<9:12 1.6 outward Slope 9:12 to 12:12 1.6 outward or 05?.4 74-~s;c.. 91·2-/C/2-7 0.8 inward ?4. z 31 -4 z . .? 9.J,& S/.4 Slope> 12:12 1.6 outward or ~,.f.'-/ /77 7?.<:; Cj'/, L /02-7 1.1 inward ' .::J-7 (~-:c; -,R.R" .42-7 70•& Local areas at Wall comers 2.0 outward I ;_(; (, q z. (, /6 7 /I "7'-J ZF'/ discontinuities2 Canopies or overhangs at eaves I I ;;q.y ;-z.q.c, I -1 'i. Jl !.J7. (.. I 7 1.? or rakes 2.8 upward ! Roof ridges at ends of buildings ! or eaves and roof edges at I /Zrf,t.j /3?. 7 /~C),J 171 177-0 building comers 3.0 upward Eaves or rJkcs without overhangs I away from build in£ comers and ridges away from ends cFs--~ 72 -t:-/()7 114 /ZB-4 of building 2.0 upward Cbddinc connections Add o'. 5 to outw;ud or upward C, 1 for appropriate location )'1·1 &¢-i ]4,9 77.6' ~7. 7 Chimney,_ tan~s S~u.ar~ or rectangular I . ..I .1ny din.:ction and solid to'-':t:r'> lk:.\a~on.JI or octag.on.JI I. I any d1rection '17 j(). 7 ~-6 62-7 7o. ~ Round or elliptical O.S any direction -=<4.2 37 4?.8' 4-S·C:.. s /·'f- Opcn-fr•mc cJ \~ t_, 72/t.-/u 1 /14-rzt>. 4-{(J\\'Cf'S' J 2.0 any dircdion ')igns. tlagpoks. lightpolcs. nunor s-7. 1 ?IS 74-1 79.? ?'1· 1 structur~s 1.4 •ny dtrcction CALCULATION HEET I J.O./W.O./CAl,CULATION NO. I REVI~ON I p~;; ~ &5010 61 /Ssoo /s.oc. I z. s ~I UNt: & Wtl:i::i I tH tNI..liNt:t::tiiNI..l \.AJtii-'UHA IIVN PREPARER /OAT£ I REVIEWER I CHECKER I DATE .,INDEPENDENT REVIEWER/ DATE /J7 ///A.Jo..../ /-..3-8 c, s.B.il. 'baz'.-iAR.1 1,2c;.c;~ - SUSJECT I TITLE -4 M ... ,,/£oAh c.Jr LJ r! .:r" ; , ?, ,....,.,... / ·- l QA CATEGORY I COO£ CLASS N//1 l2EDITIOH 23-H TABLE NO. ~RE coeFAClENTS(Cq) E><PCJSU/2.£ c 6s=37 smocru~E oo v.:::; /'2t". M-Ph' ...r 7-0 I'IOUU T'HE~EOF OESCmPTION c~ FACTOfl CJ-.20 2o-4o ~I"J-~ &.o-/00 1/00-/FO Primary fnm<!S Mdhod I (Norma! fOO:x: Method) 35$ 3ff.) 4' .;f. I-4 7-4.-r-; -, and systems Windward wall 0.8 inward -)~ ..... ~...o:::waro -u 0.5 oulward ~-:z.Z -:2d '2 7. 0 24.~ 3 .:;_3 l...o:::waro roof or tlat roof 0.7 oulward "5 /. I '::\~. 7 3$"-i" --:j /. 9-4&. t. Windward roof 3/./ 33·7 3.Jt.f 4-/. "'" r Slope<9:12 0.7 outward 4-C:.. c:. Slope9:12Hl 12:12 0.4 inward i J.t /~Z -;zz.z 2?.7 2 ~-(., Slope.> 12:12 0.7 inward 31.1 33·7 3U -9'/. 4-.;l!.C:,.-~ Wind parallel {0 ridge: 3/. I 33-7 ~P.8 ..t::/4-.j-c;,. ~ Enclosed SU'U<:tUre$ 0.7 outward Ope:n stntcturcs 1 1.2 outward 53·3 57.7 6~.t 7/ ?q.c; Method 2 (Proj;:ctc:d An:a Mahod) On veniol proj;:ctc:d ;;area .577 t. z.f' 72-2 T7 f'(f,.t(, Structures 40 feet or I. 3 horizontal l<:ss in ""ight any direction I 82/1 Structures oYer 40 f;:a I. 4 horizonu.l (p 2· 2. &7·3 7?7 '7J-Z in ""ight any dir<:aion On horizontal proj<:ac:d .a.rc.a ;;. I 33·7 4/-7-,Pc:.. ~ Enclosed stntaurc: 0.7 upward 5P-6' Open slrUCrure 1 LZ upward j-J,] S7-7 t, t . tt. 7/ /1"7 \ ElementS a.nd Wall dc:m<:niS ~£,.,;;., 71 77'· '1 compon<:ms All stntcturc::s 1.2 inward 53.3 $"7. 7 Enclosed stnt<:turcs 1.1 outward 4f'-l' 52-1 L.:./ t,_(: I 73-3 Open ~U'UCtUres 1.6 outward '77 77 ,?!/'.-;! -""214-7 /L)<:,.c;., Parapets 1.3 inward or 5"7·7 1::,7.? 7Z."L 77 Efr;.L., oo1ward Roof elem;:nts f l Enclosed suucrurcs 4-f . .f $2.1 ~~-&,f./ 73-3 Slope<9:12 1.1 oolward Slope 9:12 to 12:12 1. I out ward or 4-.f-tf S'Z-9 I., I C,S. I '73·3 0.8 inward '53;S 3.?.? -:;;L?:i;Z -47. 4-.5'J-3 Slope>l2:12 I . I outward or 4/.J" S2.'1 G-7 Z('".; 7 3.3 inward Open sU'UCtUres I ~ 7/ i 77 fftf'.cf '1 ,f. 7 lOt,. i,. Slope<9:12 1.6 outward Slop;: 9: 12 to 12: 12 !.6 outward or 7/ 77 J?&', p <i:f4. 7 /OtP-C- 0.8 inward 5.!'. j" 3r.j .44£.4-4?. 4-.Sd'-3 Slope>l2:12 1.6 outward or 71 7 AR.R "'?4./ /Oti?· c, I. I inward 4.?.2 S2."J ~/ c:;. 73-::3 Local areas at Wall comc:rs 2.0 OU(\I:atd I gg.g 9t.·Z Ill /l<f>Si /31-Z discontinuiti<:$1 Canopi~ or ~angs at eaves -r 1347 /,?,.__\. r /R&.-f or rakes 2.8 upward 124.3 !.J-:J.I- Roof ridge$ ~t rods of buildings I or <:aves and roof ed g<'S at I /33, 2. 144-.3 /~t.J /77(, I 14·8" building come!"l 3.0 upward Eaves or rdkcs without ovcrtunp away from building comers and ridges away from <!nds B't·! 'it:. 2 /I/ llr:f-4-/33-2. of building 2.0 upward Oaddin1: connections Md o'.s lOOOt\•:ud <If upw-~rd C 'I for aflfl'OJlriate loc:nion t.~Z t73 77-7 f2.'j 13 z Otirnn.:ys. unl:s Square or recungular I A any direCt ion and solid to"-.:rs He~agunal or OCtagonal t. I any direeti<>n -/tf.f S?-1 Col ~S:/ 7'5.3 Ruund or elliptical 0.!1 any direction 3r:? 3i.r 4.P:4-47-4-S:J. ~ O~n-fr~n>e lfd', t B;(,.Z, /II 11/.+ /]3 .z.. h)\. .. 'Cf'S·' ~ :!.0 any dir.:ctiun ')igns_ llagroks. l lightroks. minor tt,z. t. 7.3 77.7 f2. '7 1"!;. z.. s.uuctun.:s I. 4 any direCtion STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET I J.O./W.O./ CALCULATION NO. I REVISI~N I PAGE .1.SV10 61 /::s-oo /::De. 1 1 r <:J/ ;). 2- PREPARER /DATE I REVIEWER (.CHECKER I DATE I INDEPENDENT REVIEWER/DATE /7;7 //l #Sa A.J s 3. J ,., • 't:D 1:._-f..\.AZ_ \ t ·2S·t~ - SUBJECT/ TITLE l QA CAT~;; COOE CLASS fv/AJ£) CO"Jl)f ;:::-o/2.-~.::;/<'5-N' Cq/re"4.r.4 l2EOITION 23-H TABLE NO. 23-H-PRESSURE COEFFICIENTS (Cq) tf;_x POS ur.-.J c (!._ g:;. = 37 STRUCTUR€00 V: /;.tO,....,P>'"I _r-/. /S PlUlT THEREOf' OESCflll'TlON C4 FACTOR c·-:z.o "20-~o <ZO-<f,.c) .::;o -/t2o /GJO-/ -,_:; Primary f ramcs M.:thod I (Normal Fo=: Method) I I and syst<:ms Windward wall 0.8 inward ~·0 443 S/ S4..f C..i· 3 Leeward wall 0.5 outward 2S:.S '7 7. .... _ 3.2 7.,<(:.. 3%-3 Leeward roof or flat roof 0.7 outward 3S.G 38'. 8' 44.& 47·& 53.(., ' Windward roof s (" ,f "?R.?' 4-J.c, I Slope<9:12 0.7 outward 44-t... £Jc:;.. ; Slope 9:12 to 12:12 0.4 inward 2o. <::"' -:2? ZC("" '1.7. 2. 30-C.. Slope:> 12: 12 0.7 inward 3 r. r 3?-X' 4<)! • ..::;.. 47. (6 s;.c... Wind par.dld to ridge ?(". r 3~·.f' 99·C... 47-Ge!-53· t-Enclos-ed structu~ 0.7 outward Opc:n structures 1 1.2 outward (;.I· 3 "c,. 4-7t:.. f~ r:!t. 7 '71. q' M.:thod 2 (Project<:d Area Method) On vO'tical project<:d uea ~~? 7/.9 63 Ef·~ '7<7."" Sttuctures 40 feet or 1.3 hori.:ontal kss in heigh! any direct ion 7/S' 81.4 9'SJ Sttuctures over 40 foe~ 1. 4 homontal 77.4 lc;7. z in height any direction On horizontal project<:d area SJ":f" 4'f,~ ~-Jt.. Enclosed sttucture 0.7 upward 3!'·g .4J /. (... Opc:n sttuctun::1 1.2 upward {d-3 C..~-4 7t...& tFI 7 'f/ 7 Elcrn<:nts and Wall elem<:nts J'/ 7 7/.9 components All sttuctures !.2 inward C;.3 &.~-~ 7~.c;... Enclosed sttuctul'GS 1.1 outward 66·/ ~08' 70·2 74.9 rf'43 Opc:n ~ttucrures 1.6 outward 'If"/. 7 8' lr ,c.., /1"")2./ /CJd", q /:J':Z.. / f'arap<:IS 1.3 inward or C::.~-4 7/-7 E3 Ecf' .. ~ I 7"7-~ outward Roof dements I Enclosed sttucttm:s ' Slope: <9: 12 1.1 outward 5~-/ ,?.. .::?~A" 7Cl~Z. 7¢.'7 <fi"-..J Slope: 9: 12 to 12: 12 1.1 outward or ~t:G./ &;;c;:1. t' 7c/· 2 79·7 ?~ 0.8 inward 4t1. If' ?4-3 \-/ f"9.J' /-1.5 Slope:> 12:12 1.1 outward or 5"&.-/ &. .::;.,~!'" 7~-2. 7?-· "7 ~-3 inward Opc:n structures' ~ :;?/. 7 ~3'-~ /(")2 .I /otf. c; I 1'2'2. (.. Slope: <9: 12 L6outward Slope 9: t2 to 12:12 1.6 outward or 8/-7 J'tff',C, /02./ /C)t:f"',Cj /Z2.. G. 0.8 inward -?d. t 4<1-3 ~ <""4.1 i ~/-3 Slope:> 12:12 l. 6 outward or 8/-7 .!"58.&.. /02./ /0?-"5' /Z Z. c.. 1.1 inward s-..-:::. / t:drJ. II" 7 £_'1, 7. 7 ,, '7 I 84. '3 Local areas at Wall comcn 2.0 OUt\0.-ard /02·1 /('CJ,('A /Z7. 7 13~ 2 l IJ"'i-'2 discontinuiticsl Canopies or ov<:rhangs at eaves f <"'?'2· 9 1S4-9 ::!..;4.5 or rakes 2.8 upward /7d"·7 l'ifo.7 Roof ridges at ends of buildings ' or eav<:s and roof edg<:s af I building comers 3.0 upward I /S3 . .2 /W-7 17;.5 '2o4-2 I 42"1. f £aves or ntkcs without overhan~;s away from building comcn; and rid!;CS away from ends /(!:;)/,/ NO,{, /2? 7 I 3" · 2 lr < Z. of building 2.0 upw-drd -..... Claddinc conn<:ctions I Add o'_s lo oo1w:~rd or upw-ud C 4 lor appropriate 1o<:Jiion 7/) 77.'/ rP"f.'/ t?.r: 3 /o7.z_ O•imo..:y,;, tanks Squ•n: or r<:..:!an!!ular I . .I any direction aoo wt id l\)¥. 'C!'i l kxao:onal (If Octat-onal ! .I any din.:cti<m ~c.,; hO· f" 70· z.. 74-1 R -~'· 3 RounJ <~ clliptiol 0.1! any direction 4(), {"' 4-4,3 '(! _j "'f. J {:, j.:J Op.:n-fr~mc /t:JZ·I //4· (; 1'27-7 If"' '2..-/J"1. "Z. tU'-\'CfS·1 .J. .!.0 •ny direction ( <;ifnS. lbgpoks. light[lQkS. mioor 71) 77-</ ff-'1 7J.:J /()7 z suueturcs 1.4 any din.:ction i CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION .a.so:o 61 PREPARER I DATE lt-f,;;?. tV/ /.J SotJ SUBJECT I TITLE W!Af/) ttJ..V()~ FcJIZ IJCS /t!;r-.1 6V +itt /J C'e -;_; = L'e Ct, . .fs ~ t/&t:;#T E~l't:JSf.f/U t3 V-=-1/0H?# 6s=31 ( r:r) _;:--:::./ CJ .Z::=/-/5 i ' I I 0-2cJ 0.7 :J;. 7 G-t; : iS ~ I I Zo--fo I 0-8 111 ; ze.s 4a-~o I lo 31 ! 3 .s: /.p ; ~o-;oo I /. I 3"'J ]?.2. ! /vO·/.j-o /-3 1-03 I t/6.3 l !:i0-.20o I /..f 13. f 4'1.9 j ::2oo·3.::;a l /.C.:. 4ft, 57 i 3 oa-1'-oo ! /8 551 &4-Z j PAGE l(,d/ ;!/2 QA CATEGORY I CODE CLASS 11/N V=!tf/O"f';.Jff g,s-==2<., !/=IZo~P/:1~ s =37 _;:;;"' ;C 0 r=llf Z:::: /,C I .z: ,.-;. ·--I /8Z ct '2.CJ,8 2o. '1 2 23.7 ~ '7 CD /z<?.ff' ~ 27-(.:. 134- '2.(4 '2 7. 7 37 142.6 2.8-t;, 3Z/I 4-CJ, 7 lt-R ]3.6 3 8'. 7 f.:S-1 1-.:rs-3 3~.1 fl-'1 ..51-o j57-4- //(, -1-'J,J" 5'1-'2 !~"'/ I ft./ .:a.t 6. (,. (, 17(.,. (, I I J I I I I . \ CALCULATION SHE T I J.D./W.O./CALCULATION NO. l REVIS~N I PAQE 6.501061 ;s:S"vO/ soc.. J 1/o/z-z E STONt & WEBSTER ENGINEERING CORPORATION PREPARER /DATE )1 {! t11,()So ,v /0 Z9-$J" I REVIEWER I CHECI(ER I DATE S r\6, L\ • CiD ~'t4A.R.' 'INDEPENDENT REVIEWER/DATE ! ,~'f:,&;; - SUBJECT/ TITLE I QA CATEGORY I CODE CLASS JII/A/!J UJ /l}t) 5 kJ/2 /JCS/4",/ c!e/Tc>2/ ~ ;V~ 932E01l10N 23-H TABLE NO. 23-H---PRESSURE COEFFlaENTS (Cq) f.;:: 2C.. E/PtJSVI2.c? 8 SffiOCTVREOO IJ:::. 7ZJOHPH ..r:-/-0 PART THEREOF OESCRII'TIOH c.~lOR o-zn 20-¢·CI -;ra-;;,.o <f::,0-/00 voo-IJ" u l"rimary fr:amcs Method 1 (Nonnal FOO::c Method) j.f.(, I I(.;,!.::> 2CJ.rf 2 2·9 27. and systems Windward wall 0.8 inward Lcx:wacd wall 0.5 outward C/.1 ·/J.~ 13 14·3 i /!-,, 1 leeward roof or flat roof 0.7 ootwacd /2,J ;II-?-Tll:Z '2o 23.7 Windward roof !1:7 I I,(, t.-I /cf, 2 2t:J 23.7 Slope<9:12 0.7 outward Slof"'9:12to 12:12 0.4 inward 7,3 f',3 //J,£/--Jl· 9-/3.\ S~>l2:12 0.7 inward ;;>,7 i /4/,t:.:. /A.7 Zo 2~.7 Wind parallel to ridge /2,7 ;4, (, /!'. z 2o 23-7 Enclosed structures 0.7 0U(WMd Of"'n Stt'tlallr<:S I 1.2 outward Zl·f I 25 -=?;.Z 31.3 +o. c, Method 2 (Projcaed Area Me!hod) On vertical projected :area .2. 3. 7 33,tf 3 7. 2 13J1 Struelurc:s 40 fc:ct or I .3 horizontal 27 less in bcighl any direction 2.S:f Z1:1 ?;C.-4 40 47.3 Structures ovo-40 feet 1.4 horizontal I in height any direction I On horizontal projccto:l area /2-7 lift{., /!'-2-Enclosed s!I'lleture 0.7 upward :2-o 23.7 Of"'n strucrure 1 1.2 upward 2/.,f I 21 31-z. 3 fl, 3 4LJ·t. El~mcnts and WaH clements .2 /.$" I 2:;--3/.2 3of., 3 -kJ,c;.. components All struelures 1.2 inward Enclosed structures !.1 outward "211 '22-o 2R.e:, 31 . .:5 3 7-2. Open suucrures !.6 outward zq.; '? 3 . .3 4/-11 45;8" S4-/ Paraf"'lS 1.3 inward or 'Z :?,7 '.1~ 33.1? ~7-z 4.-:1.. 7 ootward I Roof dements f Enclosed suucturcs Slope<9:12 1.1 outward 2/) .22-x 2-t'"-~ 3/, r 37·Z Slope 9:!2 to 12:12 I. I outward or ;;,., 22-R ;J.tf, (.p ..? j, .r ?]. z.. 0.8 inward /4,f-//-,/ -:2./J~ 7? f .::2 z ~ "7 Z.7 Slope>12:12 Ll outward or '2/'J 22-? 2~&-:;5/.5 37, 7. inward Open structures 1 -'27./ ~?. '3 .¢;.(,.. 45":1' .5-f, I Slof"' <9: 12 1.6 outward Slope 9:12 to 12:12 I. 6 outward or 24./ -=!~. 7 4/-/; c,.. 4.r-R' j-,;'-/ 0.8 inward ;,¢,(;., /&.~ 2/:), A' ?-2-9 Z-7 Slope> !2:12 I. 6 out ward or Qq,/ ' --::!.?. :i, :.if j, & "'[S'"; t:f" ·-4. / 1.1 inward '7./-J I ';2-:>:"Y '2 X'/.::;,. 3/·J ?7.2 Local areas at Wall comen; 2.0outward "?c. • .f.-~/.~ ~-2-5''?-2-::,.7, ?- discontinuities2 Canopies or overhangs at eaves .j-,f', z 7Z,f' Ro· I 1 tf, c;, or rak~ 2.8 upward $) Roof ridg~ at ends of buildings l or caves and roof edges at l '-build1ng com"rs 3.0 upward .J4.t. I ~2-{ 71' ff.f /CJI. 4 Eaves or r&I.:CS without ovcman!!S l ! i away from ooil.Jin:; comers I l i I and rid,;.::s aw-dy from <:nds I ]t,.f .f)t-52-_j-7.z. 1.7-t, of huilding 2.0 upward Claddin~ connccttons --.-i Add 0. 5 w outvc~rd <If upw-Jrd I I C,1 l<tr ~rrmpriJt.: lootiun :;s-:; 21.1 .Jc,. + 40 47.-1 Oumncys. t.Jnks Squdrt.: or rcct.Ul~ui.Jr 1.~ any direction I an<.! ,;oitd IO'-'cr'i I k.-.agon:.d or oct~~oo.at 1.1 any dir.::ctiun 217 I u,g '2-f"·"' 31·) 37/Z Round or elliptic~! O.l! any direction 14./.., Jt,, v -z;J,s 22 q 27 Opcn-fr~mc -:J~. 4 t 4;,£, SZ-sz,z_ t, 7· t-towers·' " 2.0 any direction i ">it;ns. lhg:poks. I ltg:h1poks. mu>u< 'k7-L '3'-4-+o ?7-3 structur~s 1.4 any dir<:ction '1-S 1...-I I ( \ I I I I c tON SHEET STONt: & WEBSTER ENGINEERING CORPORATION ALCULAT J .1.0./W.O./ CAI,.CULATION NO. I REVIS'ON I PAGE 45010 61 /}YtJO / s-.v~-/ /'i¥~~ PREPARER IOATE /'i;f! /?t;VSaN' ;t?~.Zf-8!1 I REVIEWER /CtiECkER I OATE <: . s, ).( . ~,li.. >.1 A R. 1 , • LO,L').;;. IINOEPENOEHT R~EWER/OATE SUB.JECT I TITLE I QA CATEGORY I ~OOE CLASS !{1/A.J'/} tLJA~vs P2 uCS/t:?-v Ck?/Tc£/lfil IY/A I 982 EDITION (I/ d (" / 23--H bJ ZG. TABLE NO. 23-H-PRESSURE COEFACtEHTS ( Cq) Ex~os-ud.c g smocruR€00 v::. 1u!: mPH ..r ;, ,. f'IIUtT n<€A€0f' CJIESOUPTION c.~ C) 2u 1 2.-o-<..( <..} ' j <(o-{;o' bO -/u<J /0<:1-/J<J' Pnmary f ramcs Method t (Normal Force Method) /(;,, 7 /7/ I 23.1 2(,.3 <.;.I and sySlcms Windward wall 0.8 inward l~dw:all 0.5 out wacd Jo.+ /,?.... 15 ;t,. 4 11·.;.. Lc:cward roof or flat roof 0.7 outwanl 14·& lt?-7 2-.o.cr 23 :Z..7-2 Windward f<X>f t 2o.'1 23 27.Z Slope<9:12 0.7 ou1ward :-1,.:;., I / J,. '/ Slope 9: 12lo 12:12 0.4 inward R-#-q.r, IP. ;3. 2 ;s-; (., Slope> 12: 12 0.7 inwanl ;4-.t, /&.7 20-"1 2.3 27.2 Wind parallel to ridge j£,1,C, ~~-7 2.0·1 23 :t 7. z Enclosed Sli'UClures 0. 7 outward Open Slt\lctures' 1.2 outward 2.S:/ 2/f. 7 3S:7 37·.J +~-7 Method 2 (f'rojo:ted Area Method) On ver1ical projected area Suuetures 4.() feet or LJ horizonul 27·2 I J;, I ?e. 9 12-F ..s-o.c:;, less in h<oight any dircaioo 33.5 41-9 4~-/ Slt\lctun:s over 4.() feet l. 4 horizontal Z"f, J ..J4-5 in height any direction I I On horizontal projected area 14-{, /(,.7 2o.1 E.ndoso:l slt\lcture 0.7 upward 2.3 27. 2. ' Open strucrun: 1 1.2 upward Z)>/ Zf>-7 3): 1 37.J 4-C-._7 ElementS arod Wall dements 2f, 7 3I:7 3~.r {--~. 7 components All structures 1.2 inwanl '2.{";1 E.nc loscd structures I. I outward '2-3 2t:-3 33 3~-2-12·"0 Open Slt\lcrurcs 1.6 outward 3 '3.4 3g>, z. 4-7. 4' 52· G. /<7 L:: . ..:.... l"'.rapets 1.3 inward or 27.2 3/, I 3%"/j .f_2' '? ..)0/" outward Roof clements I I I ' Enclosed slt\lcturcs 23 U.3 33 3t..-z 42-J Slope<9:l2 L I outward J Slope 9:12 to !2:!2 .1" l. I out wacd or Z2 2c;,.;, :?~ .3h-Z 42·5 0.8 inwaro /&,, 7 /9', / 2.-1,<!! U.3 ~/. / 1 Slope> 12 12 1.1 outward or _z:;; z;;,. 3 '3"'> 3'~.2 4-2,6 i inward i I Open slt\lcrurcs 1 3?. 4 ' -1-7-t? Slope <9: t 2 I .6 outward ~ 3.!'~ z_ s z,;:, ~2-Z Slope9:12to 12:12 1.6 outwanl or 3':S 4 3r·z. 4-7· ?' .s 2· (.... L:.2, z. O.S inward /,Z,. J /"f.f. 2. '3. '9 -z~-3 I 3/. J Slorx:> t 2:12 1.6 outward or . ..,.3,q.. ~ .!'• z.. 4?.f? <2.t:. /.{,.?_. z.. 1.1 inward 2:1!. z.c:' .3 33 ~~ z I -£:.2,£ ~/.-3 -f'J,J' r7-t5 ,..;r.r ! / 7-:i-: Local areas at W~mcrs 2.0 outward disd:m<inui ~ l!!s.2 !"t~opies or overhangs at caves .s-t·f tc..q g 3 7 "17./ lot.~ or rakes 2.& upward Roof ridges at ends of buildings I or cav,:s and roof edges at tZ-7 71-7 i tff-7 c:;r. 7 /I{,. I build•ng comers 3.0 upward I Eaves or ral..cs without ovcrhan!_!S I I I away fn.lm budd1n~ comers I Jnd "ndt:t:S av.'"3y fr~m ~nds I I I I 1lt I 47,f S'J.t f.t,:_.-,f 77-3' of buildin!_! 2.0 upward CladJint: conn~ct>ons I j r\Jd 6_ 5 (\)out ~.~ .. :.~rd or up'-''"J.fJ l l I C.1 l<•r ;,ppropri31~ loCJtiun 2 7:3 '31.) I /j!Jj -f-t,.. I Si':J I OunHl<..:y:\. t.:w"'-' Squ:if<.: or n.:cr:.m:;ubr l.~ any dir.:ctinn JfHJ -;.oh~j tov:.~r) Ilk'"~"""' or oc~a~ooal I .I any dircc!ioo 23 ZC:,.J 3:J 3c..z tfZ, t? Round or cl!ipuol 0. !i ;my dir.:ct ion 111·7 I 'f, I 2 3, "! -z..q, 3 Jj,; Op<:n-fr.HHC I 4/,i 4J-f J-tf.f /,J,f 71~[ lov .. ·..:tS 1 J .!.0 any direct inn Sit:ns. na~pok~. I I I l!ghtpok'S~ muhJf Z frJ ;-,.r 11-t f(, ,; r-.;.. r structures I . 4 any direction I , sTONE'& WEBSTER ENGINEERING CORPORATION CALCULATION SHEET I J.O./W.O./CALCULATION NO. I REVISION l PAGE AS010 61 !SSOO/ S.Dc, / 0 !tfc/ 'Z 7- PRE PARER /DATE !"'Ill fr/4 :or/ /v -29-8/"' I REVIEWER I CHECKER /DATE Sd~,J.\. Sv kJ.l,A"I !. 2~· '2:..4-IINOEPENOENT ~VIEWER/DATE SUBJECT I TITLE I QA CATEGORY I COOE CLASS /(///(/0 LtJAdS FCJ/2 Pc.J"/61\/ C't21rt!:'elt<J #/rt 932 EOtnON ( t.IC! C ) 23-H 6 -?J .; -,;. TABlE NO. 23-H--PRESSURE COEF'FIOENTS (Cq) E ,r ;.?asv.e E 8 STRUC ruAE 00 v::: / ./4'..VH ..Z:.: /.a PIIIAT rHEAEOf' OESCfUVf'IOH c,A~C'IDR 0 2<]. 7.::.-Yu (/'O -4.CJ G.o -/ao Vaa -/_f7} Primary fr.nne<> Method I (Nomul fixoe Method) J7.Lf ;C(,( 2.4,~ 2. 7·3 I 32.2 and systems Windwacd wall > 0.8 inward l..ocw:ud wall r 0.5 oulwacd ;o,J' /2,4 ;s;s 17 zo.2.. Lc:cward roo{ or flat roof > 0.7 outward !5Z. 17-4-2 j, 7_ Z3.9 2f?· z Windward roo{ ISZ. 17-f Z/7 23.q Zf. L Slope<9:12 0.7 outward Slope9:l2to 12:12 0.4 inward K"-& c;,q l'ld· /J,r;, ;~.:,.I Slope> 12:12 0.7 inward /J, z_ f7, 4 21.7 23.&:]' Lf'.Z. Wind panlld to ridge )" !SZ /7.¢.. )..../,7 Z~-'7 Zf'-z_. Enclosed suuerures 0.7 outward Open structures 1 1.2 outward 2& 2 '7./' 37.Z 4o,q 4tf'.4 Method 2 (Projected An:2 Method) / On venical projected area 2tf".Z. 40.3 44·3 ,:r2-1 StruCIW'CS 40 feet oc I .3 horizontal 3 z,z. less in height any dir<:Ction 43,4 1-7·7 S& . .t; StruCIUI'CS over 40 foct L 4 horizontal 3 o. f-34,7 in heigh! any dir<:Ction On horizontal pr<>jec!ed area /),2. /7.f ZJ] Enclosed struc!l.lre 0.7 upward 25-7 Zi'·Z-Open Slrueture 1 1.2 upward zc... 2-4'..1" 3 ?.Z, ~(/· '1 40.4- Elements and Wall dements Z<f'_.? ~CJ, 9" ~r.rr components All struCiures 1.2 inward z~ 37-Z ( Enclosed StruCIUfCS 1.1 outward '23. '1 27.3 31-,/ 37-.r-.cf-4. 3 Open structures L6oulwacd ~4,7 :r~.7 4Cf·v .s ;,;., {; C,4, h Parapcu 1.3 inward or za.z 3 z,z 4C'. 3 4 4· 3 .:f" 2. 4-outward 1 Roof ckm<:nts ' I I Enclosed suuaures z~.q ?7.3 ?tJ, I 37.f 4-+. 3 Slope<9:12 1.1 outward Slope 9:12 to 12:12 L I outward or z3,eq z.7,3 3~·1 3 7,..c_ +4·3 0.8 inward J 7.4 J9.f 2-.tf.! "'7-3 .J 2. 2 Slope> 12: I 2 1.1 outward Of' 23. ~ :Z7.3 .3~ I -:::;: 7-~ I 4-t/. 3 inward Open strucrures 1 ~ ~'/;7 ~q.7 #f.t.. r-P.t-~4..} Slope<9:12 1.6 outward Slope 9:12 to 12:12 1.6 outward or 34,7 3'9.7 4..:?./.. s~.c.. ~4-.f" 0.8 inward /7-f-/9-i' ""h',J' 27.3 I '32, z_ Slope>l2:12 1.6 outward or 34-17 3"'1.7 4_9,L., -:r-4. '-" I Gr 9·.r 1.1 inward z:z;.&J Z-7. -,., 34,/ '3' 7, r 9-4--J Local a.n:as at Wall comers 2.0 outward -/3.4 .r;t~ c:, vz----~k;;z... ~~t:.. discontinuities2 C.anoplcs or o"Yerhattgs at eaves or rakes 1.8 upward (r:,0·8 ~ "i· f-o~f' '1S'-1 I I z. f Roof ridges At ends of buildings or caves and roof edges at 9? I building comers 3.0 upward Ul 74-1-loZ.3 i /2o.c:; I i Eave;; Of rJkes .... ·it!l()Ut ovcman~;s i away from oooldin!; comers i and ndgcs away from .:nds 11·1-49.t. &2 I ti,8. z I CJo,c;;,. of building 2.0 upward I Ct.ckling con,.,cttons i Add 0. 5 to outw:1rd ur upward I i I C 'I f"' appropriate location 3o,"f 3~7 -134 fl-7 I ..):t.,.f 0HttHH..:Y''· LJnk.S. Sqo4rc Of' rcClaOl!ular I ... any direction and whd {o""'·<:h H..:.'.at!uoal ()( <M.,"'t,3gonal l .I any direction 23,'7 z7,3 3-9,/ 37-) I 44,_3 Huuod or elliptical 0 .1~ any direction 17-./-/'9. g 24·5 Z7.? 32.,Z. Or-cn-fr~mc ./J;f tov.:crs t 4 2.0 any dir.::ctiun 4-f, (,.. ~z. ~I'· l.. ft;, '- )igns. ll•g.polcs. I ligtupuks. mtnor 3+.7 .f7, 7 j-r:,.,t. ~-lt1JCIUft.':S l . 4 any dir.::ction 3'o,~ 43-~ CALCULATION SH T I J.O./W.O. /CALCULATION NO. I REVISION I PAGE •51)10 61 ;Jsao/ ::s:vc. / 0 1tfc7/ 2 2 EE STONI:: & WEBSTER ENGINEERING CORPORATION PREPARER /OATE ;vl/l n4 .:-o-J /o-21~8; I REVIEWER/ CHECkER/ OATE S· c:;, 1..\. gv kJ_..A"' I. 2 B.· , .... /' '""4"' IINOEPENOENT REVIEWER/OAT.E SUBJECT I TITLE I QA CATEGORY I CODE CLASS /(//A/0 LtJAJ(}.:; rt.YZ L/c.J't 611./ C'~ I iCeJIQ #//t .982EOtn0N (VdC) 23-H 6~-? I "' TABLE NO. 23-M-PRESSURE COEFFICtENTS ( Cq) Er;.Jo..:-ueE 8 smocruAEOO ·~7::. 7/ ..<.f,..;H _z:-7?7 ""-AT rHEAEQF OESCRif'TlOH c. FACTOfl 0·20' 7.:>-vu £,/o-tf.a Go /00 V Oo -/.,;-;7 Primary frames Me!bod l (~ Fora: Method) n.tf I 'it 2.4,6 I 2 7·3 32.2-and systems Windwacd wall / 0.8 inward L<x:w:ard wall )" 0.5 outward /Or! I /2.4 !S:S 17: -zo-2.. Leeward roof or flat roof > 0.7 outward ;<;; z 17-4-2l7 :z-r.9 25?-Z Windward roof !.{r Z. I 17f =i Z/7 ZJ.c; 21'. 2.. Slopc<9:12 0.7 outward ! Slope 9:12 to 12;12 0.4 inward ,f'.& q.q 12, '!-11./ .. /~.I Slope> 12:12 0.7 inward j(, l /7r 4-217 2'3'. '9 Z..f.:Z. Wind paralld to ridg<: /-;SZ /7.4-1..-/-7 Z:1.9 29: Z-EnciO'S<::d structures 0.7outward Open structures 1 L2outward 2& I 211 ! 17-Z 4CJ,Cj 4cf'.4 Me!hod 2 (Proj<:ct<:d At= McUiod) I On verrical proj<:ct<:d acea zr.z. I 40~3 44·3 Structures 4{) feet oc 1.) horizonul 3 2,2-.j-2-4 less in h<:ight any direction I 4?,4-1-77 S& . .t; Structures ova 40 fct:t 1.4 horizontal 3 o. f-34,7 in height any direction I On horizontal project<:d area /), 2. 17-f Z/7 25, '7 Endos<:d structure 0.7 upward I 2 ,f'. z:_ Open struCI1Jr<: 1 1.2 upward 2r~ ?_t:i.R-~7.z. ?t7· . '7 46-4- Elements and w~u dements Z-7. k ~Or lJ ~r7 componentS All struaures 1.2 inward 2~ 37-Z. Enclosed structures 1.1 outward '23. c; 27.3 -::'.f-,1 3 7r.J' 41.3 Open StruCI1Jres 1.6 outward 34,7 .?-'1. 7 -4--z;?, ""34· {; 1.-.q, h P'arapets 1.3 inward or 28-Z ~ 7.2 40.,3 44.3 .:;-.z.4-outward i , Roof ekments I ' I Eoclosed structur<:s 23-'l ?7.3 ~4, I 37 . .1 4-4-. J Slopc<9:12 Ll outward ' Slope9:1Zto 12:11 !.I outward or z-:<,,q 2.7-3 ':54-I 3 7-f"'__ 44-3 0.8 inward 17. ;t:?.T ;_4.! 27-3 3 2.2 Slope> 12: !2 L I outward or 2~ "'7 z7:-~ .37:. I ~7·1 44-3 inward Open strucrures 1 1.6 outward . ~ 7 ~"7-7 4 'f. t-s-l.t... t,4.) Slope<9:12 Slope9:12to !1:!2 1.6 outward or 7 ::S-9.7 -4~7-.5"'4. <::.. . r::.4r Slop<!> 12:12 0.8 inward /7-"/-l'f·tf -;;t. • .ij',? 27.3 "'32,2- 1.6 outward or ?.4-,'7 ~A • ., 44,/-:<c." r;; "?'·S 1.1 inward z z ,q 7_ " ~-7 "'?7rr 44-.J Local areas at Wall comers 2.0 outward -/3.1-4"'7,c.. c:;,:z-~~:2-~,c;., discontinuities! Canopies or ovemangs at <:aves !J (,.,_ i" or ra.k<:s 2.8 upward &b-8 t:, 'J. f qs;"f /IZ.f Roof ridges at ends of buildings or caves and roof <:dg<:s at (,.5: I 74-tf-9? /tJZ.3 I /2o.9 I building com<:rs 3.0 upward ' I I Eave~ or rJkcs wi1houl ovcrtlang.s I I I away from butidtnt! corners ! I and 'nd;;.::s aW'AY fr~m '"nds .fJ,f-i 49-t, &2 t:, 8. z I c3o-~ nf budding 2.0 upW'ard Ct.~ddu•:;. conn~ctions f I I l Add 0 5 t<HlUt"-Jrd <Jr up"-".irJ I I I lor ;,pprol'riJtc l<>eatioo Jo,<f '39'-7 1'-3,4 -17-7 .)i:.,f Olmtttt.:y~. t:.tnks ~u..tr~ or n.:ctangular I . .l any direction ' J.nd .:;.ol1d hJ~,~,.~n l k_<.:.ist•ful (1( <X.~:.:.gon.;d I. I any direction 23,q 27~3 ~9~1 37-r 44~3 !<uund or clltpiiCJI O.K any dirccti<•n 17•-l--/'9. t! z4-x 27."' 3Z,Z. o,...:n-frJillC -11/~ I 4 "f, (... FtJ, '-tO\Vt:fS·\ ..l !_0 any din:ction ;::;.z (# t"· z. )i;;ns. lh!;poks. ilghi[>UkS. nunor 3o~.Y: 34--7 43-.:/ ,;/ J, 7 .s-~-+ "ructurcs I .4 ~ny direction CALCULAT N SH T I J.O.IW.O. I CALCULATION NO. I REVIS~ON I PAGE 4501061 ;S.s-oo/ 5 OC-/ U;J/::2-2--- 10 EE STONE & WEBSTER ENGINEERING CORPORATION PREPARER I DATE I REV I EWER I CHECKER I DATE I INDEPENDENT REVIEWER/DATE ~/e' ~~~so,J /0'29-8.J ~ 8r~· WJ:...A-1 A~1 1 . .2-c· ~6z. - SUBJECT I TITLE l QA CATEGORY I CODE CLASS 11///(/l} Lt:J405 RJI'2 iJcS/611/ cre;r£~14 ;.1//J }82 EDITION (tb C ~ 23-H TABLE NO. :z:Hi--PRESSURE COEFFICIENTS (Cq) b:.: )/ E .(,P CJ..:///t! z 3 STRUCTURE OR \/:: I II". ',;.PH' ..r = /.JS_ ""-AT TliEAEOF OESCfliPTlOH Cq FAClOfl o-~, z._~-~""' -7'0-&.u' t;,d-/uo' /<l<l -/ru' Primary frames Mdhod l (Nonnal Force: Method) ")..() ~').~ 2?-S' 3/.4 37 and systems Windward wall 0.8 inward Leeward wall 0.5 outward /2 . .) /4.2. 17-8' 11-~. 2'3.2. Leeward roof or flat roof 0.7 outward 17-5' '2.0 Z4i'J 27.4-32-4 Windward roof 29.7 27.4 32.1-Slopc<9:12 0.7 outward 11-s :20 Slopc9:12to 12:12 0.4 inward /0 //.1 N.'b ;..,-. 7 I t-5' Slope> 12:12 0.7 inward I 7-.l 2-t-J ~4,q ?7-4 32-4- Wind parallel to ridge 17-r ~J 2/., '7 .2. 7· ~ 3 2.. 4-Enclosed suuaurcs 0.7 outward Open suuaurcs I I .2 outward '10 34.2 47.7 -17 .. r·s:/.., Mdhod 2 (Projected Area Method) On venical projected area 32-.J .17 -f.t,.3 sJ to.z Structuces 40 feet or I.J horizontal less in height any direction 31.1 -1-1-~ S1.f ~4-t Suuctuces over 40 feet I. 4 horizontal 3f* in height any direction On horizontal projected area /7, \' 2.4.'7 32·4-Enclosed saucture 0.7 upward 2t'J 2 7·4- Open suuaure • 1.2 upward '30 3-fZ 42.7 47 j-£ (., Elements and Wall elements 3o 4), 7 47 so;;" components All structures 1.2 inward ~ 4t z_ Enclosed suuctures 1.1 outward 2 7·) 31·-f .~'1-Z 43-1 .s-o. 9 Open suuaures 1.6 outward -40 -sz__r; &:? -~7 IL72-7 74. I Par-apets 1.3 inward or 32-j-·~, 4~ .3 _s-; d:.CJ· -z_ outward Roof elements Enclosed suucrures ' Slope<9:12 !.! outward z.;.J-3/.4-31-L 4-3, I $0,1 Slope 9:12 to 12:12 1.1 outward or 27-r-3 1.4--=?<1.z.. ;f 3. I ScX1 O.S inward 2-n 2.2.% z?;? 31-4-~7 Slope>12:12 I . I outward or .ot--7 . .--~~-4 ~42. otf-'j'' I ')t:), &j inward Open suucrures I -.fo 4~~ s-7 ~Z-7 7--1,/ Slope<9:12 1.6 outward Slope 9:12 to 12:12 1.6 outward or 4C) 4.-,.c, -17 ~2-7 7~-/ o_g inward 2/J 22-8' 2 ?·J 'g/.4 ':37 S!ope>12:12 I. 6 outward or 4/J -~-~ 57 bZ·/ /+;/ 1.1 inward '27. ("" ~:1. 4-5"'1' z_. 4 '! I ,,/7, 7 Local areas at Wall comers 2.0 outward S'o ..5-7 7/. 2--70, ~ tJZ. & discontinuitiesl Canopies or overhangs at caves /0~~ or rakes 2.8 upward 70 7'7·; '1 '9.7 I 2 .tj. /., Roof ridges ~~ends of buildings or eaves and roof edges at IJ ..f'J-.J IO~-~ I I 7,(, 13J' '7 building comers 3.0 upward / Eaves or r4kes wi1hout overhangs away from building comers and ridges away from ends so s-7 71-Z 7(-'f 'fZ.~ of building 2.0 upward Cladding connections Add 0.5 10 outward or upw-4rd c" for appropriate location 3r 3'1-7 1'9-f .. s-4-t' ~4-f 01imn<Oy,;, lanks Squaro.: or rectangular 1.~ any dir<Octinn and solid IO"->:rs I k.<agonal or octagonal I. I any diro.:ction :27-1 ~/,9-~ .<; z_ 4-~-I so.q Rnund or elliptical 0.!1 any direction 2CJ "2.:2.? 7_.>?.5 3/.4 '37 Opo.:n-fr.unc to,,-x;rs·'"" 2.0 any direction ,-rJ :r7 J;, z 76'-4-92-t, Signs. flagpoles. lightpolcs. minor 3'9--1 4~-f structures 1.4 any direction 35 s-4-t' t:,4f \ \ I : STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET J J.O./W. 0./ CALCULATION NO. I REVI~ON I PAGE •SV10 61 /..:ssoo/soc-/ 41 r; c) d P~RER/OATE /,/?X/ S" c::7 .J /-..3-6'~ I REVIEWER I CHECKER I DATE 5, B, -l-\ · Bo~<...l-11--"-.1 'INDEPENDENT REVIEWER/DATE I·Z£·8C.O - SUBJECT I TITLE I QA CATEGORY I CODE CLASS H//A/~ C:o,..; o..s /-012 DES"/4-v' CJ2 1 Te'2.o1 /VjA- l2EomoN 23-H TABLE NO. 23-H--PRESSURE COEFFICIENTS ( Cq) ExPosul2c-3 tJ=37 smucruREOA v~ ;:t.c:: HPI-t .I"-1·0 ~ TliEREOf' DESCRIP110N c. "-'ClOR 0-20/ :2.0'-40 1 4o!...6o' W~/t:J0 1 1 aeJ.!. I.J (.}' Primary fnmcs Mclhod I (Nonnal Foro: Method) 2o.7 23-7 21-~ 32-~ 38.) and systems Windward wall 0.8 inwacd Loeward wall 0.5 outwacd 13· !4-t' 18-f' '20-4-' 24- Loeward roof or tla1 roof 0.7 outward IS-I '2.0· 7 2S"-'9 2c?.5 33,7 Windward roof I~· I ::Zo-7 25:7 2cf,j 3'3.7 Slope<9:12 0. 7 ootwacd Slope9:12to 12:12 0.4 inwacd 10-4-II-!" 14-d /(.,,3 11-2 Slope> 12:12 0.7 inward !8· I 2o-7 2S"-7 2?-S' 33.7 Wind panllel to ridge /8. I 2o.7 U-1 2?-.J 3~-7 Enclosod suuaurcs 0. 7 outwacd Open SUUCIUres 1 1.2 outwacd 31·) .3SS 4-4-f 40-'1 57-7 Mclhod 2 (Projected Area Method) On \OO'tical projected ~ )3.7 Ja.s-fcf, / .J-3 "'z.s SlruC!urc:s 40 Coer. oc 1.3 horizonul less in height any direclion _3~.3 4-1-4-s;.t SlruC!urc:s over 40 foer. I. 4 horizontal s-7 ~7-3 -in height any direelion On horizonul projected area 2o,7 2S:1 -z ff·S" 3 ~,7 Enclosed slruC!Ure 0.7 upwacd /f'. I Open SlruCIUre 1 1.2 upwacd '31. I =s..s 44--1-4f"-1 5" 7.7 Elements and Wall elemeniS Jl. I Llt/4 4t'-9 577 components All struCIUrc:s 1.2 inward 3.SS Enclosed struelures 1.1 outward 28-S' 32-~ 4CJ,7 441 52-9 Open ~tructures 1.6 outwacd 41·4-47-+ S~-2.. ~5-2. 77 Parapets 1.3 inward or 33-7 3P-r 4tf-l $7., &Z·S' outwacd Roof elements ' Enclosed structures Z!J 3 2 ,f,.. 1-CJ ,7 44-? S2. 9 Slope<9:12 1.1 outward Slope 9:12 to 12:12 1.1 outward or zt.r 32-t.. ~a-:z §f-? S2-9 0.8 inwacd "2t"J-7 23.7 29-~ 32-b 38.5 -Slope> 12:12 1.1 outwacd or 2y . .S 32·1.1 4CJ,7 4 4. J" S2-9 inward Open structures 1 -_11-4-47-.¢ .J"j, z c;.sz 77 Slope<9:12 I. 6 outwacd Slope 9:12 to 12:12 1.6 outward or 41-4 47.4 .r"J.z ~S,2 77 0.8 inward Zo.? 2.~ 2 .,, (, 32-C... .38.5' Slope> 12:12 1.6 ootwacd or 4/, -9-"1-7· 'f-'7-z. (.,<:,z. 1.1 inward Z-?, -~ 2. :, 4-...,.7 ..;z..;t.g s ;.. :t. Loca.l areas at Wall comen 2.0 outward .57-8 S~-2.. 74 Z! j . .J '16-1. disconlinuities2 Canopies or overhangs at eaves f2-e'f /14-134--7 Of' rues 2.8 upward 72-S' /()J. (., Roof ridges a1 ends of buildings ! or eaves and roof edges at I building comers 3.0 upwacd I 77-7 88-8 II! 12 '2. 2... 11-¥-.'3 Eave.~ or nl:es without overhang_~ away from building comers and rid!,'eS away from ends .J/.tf' <12 74-,5>/j 'ft., z. of building 2.0 upward Cladding connections Add 0.5 to outw:.rd or up"-"drd C" for appropriJte locJtion 3~,3 41·-'f _;-;. cf j-7 (,7. 3 Chimneys. unks Square or rectang.ui.ar 1.~ any dir.:Cii<>n and ~lid lower; lkugon;d M oa;,~onal I. I any dir.:Ciion 2.f,.J :3 2 '"' 1-tJ-7 14.t' 5"!. 9 Round or dlip~icJI O.M any direction '2L:J-7 2. 3-7 '2'7-1..-.'32. ~ '-? J" . .J Op.:n·fr•nlC ..);.t S1-Z-74-6'1-S 1 t,,.z. hJ\lro"Cf"S·' ..& .:!.0 any dircelion Signs. Oagpoks. lightpolc:s. minOf' 3t.-3 -~~-~ 51-6 ,s-7 ~7-3 ,;true~ ures 1.4 llny direelion STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET I J.);;; ~A~U~A~o; -N~. IREVI;;ON l PAGE .a.S\)1061 ~ 20'/ :;2'2- PREPARER /DATE 1 REVIEWER /CHECKER /DATE I INDEPENDENT REVIEWER/DATE ./'.?/ / //' .,4 cJ <!:) ,J /-3 -t:F~ S. 8. ~ , 1?-ok.t1A R. 1 I .L~ .~(. - SUBJECT I TITLE 1 QA CATEGORY I CODE CLASS W/A/£J LcJAc:JJ ~or2 7JE~/c$~ Ce;T'ZY2,-JO ~/A- l2EDmON 23-H ( £>Z?OSU'.e2& a 6 -=',/ TABLE NO. ~ESSURE COEFFlClENTS (Cq) .s .; STRUCTURE OA :: /:;.!.~ ~PH ..r-/.IS' PIVlT TliEAEOf' OESCRIPTlON C4 FACTOft o-?.<.J' 20 --~0/ 4<J'-bo 1 /.-.C) r_ I tJ c:J I /,/(}1-/J()I Primary fr.~mcs M~tbod l (Normal Focoe Method) 2'3-!{' 2.7.2 .?4-37S 44· ?J and syst<:ms Windward wall 0.8 inward L=ward wall 0.5 outward //') i? -?_ ;.3 23 . .5 2 7-~ Leeward roof or flat roof 0. 7 OUtwaJ"d '7../'J.% 2~-8 ? '7. 7 32.! 3a-! I Windward roof 2 3-? 2"7. 7 32-f' 3tf.e Slope<9:12 0.7 outward 2'0-6" ' Slope 9:12 to 12:12 0.4 inward 12 /3-~ 77 /ff, 7 '2-Z, I Slope> 12:12 0.7 inward .2o.~ 2.3.r? ::27.7 32-!' 3 !"·?? Wind parallel to ridg<: ;20-'?' 23. !' 21.7 32.? 3!.% Encloso:! SU\ICt\1reS 0.7 outward Open structures 1 1.2 outward 3S.c! 1-CJ-tf 5""1 50·2 t. ~.3 Mrthod 2 (Project<:d Ala Mcthod) On vatical proj<:ct<:d acea 3%·8 4-4-3 ?I 71, '1 SUUcturcs 40 fo:t oc 1.3 horizonul 5'5-3 l~ss in h<:ight any direction 41·7 ;;,s.;.,. Structures o....:r 40 fo:t 1.4 horizontal 4 7-(., :·Pf.(., 77-4 in ~ight any direction On horizont.al projo:t<:d acea 32-K' Enclos<:d structure 0.7 upward 2o-J" :23-~ 24". 7 3t.o Open structure I 1.2 upward 3.);&' -fo.f? $"/ ~&.-Z &~-3 Ekmcnts and Wall clcm<:nts ~/ components All structures 1.2 inward 3S·? -'/0-8'"' St.:,.Z t. "-3 Enclos<:d structures 1.1 outward 32-Z '"?7-5 4-t.-% SI·S" .~o-8 Open ~tructu res 1.6outward 47-~ 54-S ~7[ 7S 8,!3.(p Parapets 1.3 inward or 3 IF-8" .f-fl-3 :5:-~-;3 C::.! 7/."J outward Roof d<:mcnts I Enc!os<:d structures ' Slope<9:12 1.1 outward 32.? 3 7.s-4C, ·i S/.J' t,t:J./ (( \. Slope 9:12 to 12:12 1. 1 outward or :?"'2.8 37-.r 4£..1? .5/.J {po-! 0.8 inward 23.55 272. ~·4-· 37-S 44-3 Slope> 12: 12 1 .1 outward or 32. f'r =?7-~ 4~-!T s-/-. .1 !PO.o inward Open structures 1 ' 4-7.& 54-J ~t! 7.5: B§',t, Slope<9:12 l.6outward Slope 9: 12 to 12:12 1.6 outward or 47-& /)¢.J .6? 7..l' 88-~ 0.8 inward 23-&' 2 7·2 ?4 c?7-J 44·3 Slope> 12:12 l. 6 outward or ~7-~ ~-~ _,-:;;, 7~ qt':j.U, l.l inward ':l~P "":l"2.1' 4&..-r .5 _, s-t:..o.? Local ar<:as at Wall com<:r.; 2.0 OUt"'-a.rd 59.~ ~J t'f. I "13-7 110· ?> discontinuities2 Canopi~s or overhangs at eaves '9J,3 or rakes 2.8 upward ~3-1 /19-1 /3/ 15"'1. 9 Roof ridges at <:nds of buildings I or <:aV<:s and roof <:dgcs at I rf'9.4 /o2./ 12 '? "7 /r/O.S /t-5-'J buikling com<:r.; 3.0 upward Eaves or rdi.:<:S "-"ithout ov,rhan~ away from building comer.; and ridges away from <:nds .57. c. ~tf 6.J-/ fq.? ;;o.r., of buildinf: 2.0 upw-.ud Oadding connections Add 0.5 to out"::.rd or up"'"drd C 4 t(>r appropriate lncJtion -t 1-7 "'J· t, S1·C., (.,._). "-77-4 O•imncys. tJnl.:s S<.juare or r<:Ct>ncular 1.~ any direction and solid to""" Hcxagonat or oct.:sgonal 1.1 any direction .~2-f? 37-S" ¢c:,-3' ,S-/. s-~fJ.<f Round or cllirticJI O.tl any direction 23·8' "27-'2 .~4 ":37-r 44-3 Opcn-fr.Jmc .~1-~ q-~. 7 hJv..~rs·'"' .:!.0 any direction ~~ g-.J. I /jtJ,? Signs. flagpoles. \. lightpoles. min.x ~/,7 47·-" 77~f structun:s 1.4 ""Y direction J-1-~ ~j-;~ /ss··aa/c~~c__ ATT4<::/I 4-1 # .:SZJc,; ~P<..tiii:Y ~ ~~~~c. ~.)E...::..t"' ~ 'S er. I H "('t:>ED I. 0 a,.'< tc=E.l"'ac.. (" 12"e,V(ek/ ~ ~V"SI S: OP k/1 NO -c;.:.,..;:-.-.. ' . -· R&M CONSULTANTS, INC:..: € ... c3il ..... &lillt~ C401l..OQ..tST''S · -...-N-N.ct'S. SU .. \14"f"Q«<I. '' ... ·.') . __ , i'': ,..,., r- S~P.30 1985 ( \ I \ WINO SPEED (MPH) 47 + 39-46 32-38 25-31 19-24 13-18 8-12 4-7 I-3 0/o CALM WEST....-- OWN CKO JC NOV. 1984 SCALE SHOWN M 0 NTH 0 F: NOV. 1980 TO SEP, 1981 P E R I 0 0 0 F R E C 0 R 0 : ALL PERIODS WITH WINO SPEED AND DIRECTION DATA No. OF DATA POINTS: 4615 ~ SOUTH R&M CONSULTANTS, INC • • ..,.._._..., o•~o..•?• ~-...-..•• .... .-v••--• 4-13 SHEEP POINT WIND ROSE PLOT Sl'%, ---EAST 1'!1. GRIQ. PRO.lHQ 451123 OWG.NQ 4.1 WINO SPEED (MPH) Owo; OEP CKO JC 47 + 39-46 32-38 25-31 19 -2.4 13 -Ia a -12. I-3 CALM O.t.TE. OCT. 1964 SCALE SHOWN MONTH OF: NOVEMBER 1980 PERIOD OF RECORD: 11/24-11/30/80 No. OF DATA POINTS: 157 NW ' ssw NORTH ~ I I r SOUTH R&M CONSULTANTS. INC. ................. ••a..o .. •"• ...... ....,.... ..., .. v • ...,.• 4-14 / _// ' SE SHEEP POINT WINO ROSE PLOT .. I,.,% I ---EAST , I I I 'I II ........ ESE I F.tt GI'IIO. P~.LHO. 451123 OWG.NQ. 4.2 WINO SPEED (MPH) 47 1- 39-46 32.-38 25-31 19 ~ 24 13-18 a -12. 4-7 I-3 CALM WEST........-- \ \ WSW/" OWN OEP CKO JC OU£. OCT.I984 SCALE SHOWN NW . " /SfcJO 1J 7T/'V C # A-/ MONTH OF: DECEMBER j980 PERIOD OF RECORD: 12!1-12/31/80 No. OF DATA POINTS: 744 NORTH I ~ SOUTH SHEEP POINT WIND ROSE PLOT I· ISI•At ·-EAST -........ ES~ F!L PAOJ.NO 45112.3 OWG.NQ 4-.,.3 ( WINO SPEED (MPH) 47 ~ 39-46 32-38 25-3t 19-24 j; 13 -IS 8-12 rn 4 _ 7 1L I-3 C::V CALM OWN OEP Cl<O JC O.t.TE. OCT .1984 SCALE SHOWN NW " !Ss-oo MONTH OF: JANUARY 1981 PERIOD OF RECORD: 111-1121181 No. OF DATA POINTS: 496 NORTH I \ ~ sse: SOUTH ~ &M CONSULTANTS INC 4 ..... _.... CI .. <M.Odi•••• ~·--.. ~ .. ,...,: SHEEP POINT WIND ROSE PLOT A . 1..:: FS. GRID. PROJ.NQ 45112:3 OWG.NQ 4.4 ( WINO SPEED (MPH) 47 + 39-46 32-38 25-31 19-24 13-18 8 -12 4-7 I -3 0/o CALM WEST._-- OWN. OEP CI<O JC OAT£. OCT.I984 SCAI..E-SHOWN MONTH OF: FEBRUARY 1981 PERIOD OF RECORD: 2/17-2/28/81 No. OF DATA POINTS: 273 NORTH I --......ESE ~ SOUTH F.ll R &M CONSULTANTS INC GRICl ·----·--••a...~•·· ~........ .:,.....,_: SHEEP POINT WINO ROSE PLOT l"ftOJ.HQ 451123 OWG.HQ 4.5 A-1'7 -/ WINO SPEED (MPH) 47 + 39-46 32-38 25-31 19-24 13-18 a -12 4-7 I-3 % CALM WEST.......-- OWN. OEP. __ _, CKO JC OATE. OCT .1984 SCALE SHOWN MONTH OF: MARCH 1981 PERIOD OF RECORD: 3/1-3/31/81 No. OF DATA POINTS: 738 NORTH I ' ~ SOUTH R&M CONSULTANTS. INC • .................. ...... oe-••• ........ ,....... ••• u .......... . ,._,, "' SE SHEEP POINT WIND ROSE PLOT 7 ( 1:1 _....,.ENE'. _ ........._ESE F"!!. GAIQ. PROJ.HO. 451123 OWG.HO. 4.6 WINO SPEED (MPH) 47 t 39-46 32-38 25-31 19.24 13-18 a -12 4-7 I-3 CALM WNW......._ WEST--- OWit OEP CKO. JC OATE. OCT .1984 SCAL.£. 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J MONTH OF: JUNE 1981 PERIOD OF RECORD: 6/1-6112,8/18-6/30/81 No. OF DATA POINTS: 616 NORTH I ~ SOUTH R&M CONSULTANTS, INC. .,...«..,..,.... ..,.o...o••••• ~.....,.....,. ..........,... .. _ 4-71 SHEEP POINT WIND ROSE PLOT _ _. --EAST F."S. GRIO. PRO.LNQ 451123 OWG.NQ 4.9 ( / WINO SPEED {MPH) 47 + 39-46 32-38 25-31 19-24 13-18 a -12 4-7 I-3 CALM WNW'-- WEST..........- OWN OEP CKO JC OATE. OCT.1994 SCALE SHOWN MONTH OF: JULY 1981 PERIOD OF RECORD: 7/1-7/17/81 No. OF DATA POINTS: 398 ssw ~ SOUTH R &M CONSULTANTS, INC. SHEEP POINT WIND ROSE PLOT ................ 4410t,o.-4•YW ~·---~-·-- F.l!l GRIO. PROJ.NQ 451123 OWG.H<l 4.10 ( WINO SPEED {MPH) 47 + 39-46 32.-38 2.5-31 19-2.4 13-18 8 -12.. 4-7 WEST.....- OWN. OEP CKO JC OATE. OCT .1984 SCALE. SHOWN MONTH OF: SEPTEMBER 1981 PERIOD OF RECORD: 9/4-9/10/81 No. OF OATA POINTS: 148 NORTH I ~ SOUTH R&M CONSULTANTS, INC. ................ ••~•• ...__...._..... •u•v••o-e SHEEP POINT WIND ROSE PLOT F.ll GRIO. PRO..tH<l 451123 OWG.HQ 4.11 -.roo CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION •5010 61 I J.O./W.O./CAI..CUI..ATION NO. I REVISION I PAGE PREPARER /DATE I REVIEWER I CHECKER I DATE IINOEPENOEHT REVIEWER/DATE SU8.1ECT /TITLE I oA CATEGORY 1 cooe: CLAss f£c. ..... NOV4CM15-€:\L -;;:::z..oM NNt 24-1% 2f .0~ ~cz...t-l~ 1(-1.::;. ~ t-1.D4../Lf-l-:5-11-t't;. ~Al(,_l~ ~~N'l:::?~ e::>uT ot= \HI!!: 'S"c:ooUT"I-L~t"-~~.cr:s• loo.l.\~S "S+-Io:::u\.....,. ~ U~C> I<:> C:...::.D'-1>./ ~ WE£4rt<~ Q~ '"fl""L. .::.ac.c:::-nc!.lrvs ,....., 'PIII:.c:vA'I...•o-~<=~.. 1-l~c:--r .......::::<!!!: ou.,.-""{" ,.-,.;..;;; s~T'l!.%..1~ ~' ...,..,..,..::"S6 ""''"'1::P'"'1 rsa ~k.k.z"\...ioe!? . N r K L M NW NE I sw1 \I PH s E ( : .U. No. 15500 -:·,~ ·-'··~- -~:_c:;_ ::v:·lE COl'<'VER~Anm; ·-::·:·D:\\JELECTRIC PROJECT ATTA C-4 .,q -3 Sheet t of .,la.sK..:> 2ow-er Authority File No. 15500. ( -z.c;.A.t., ) INSTRUCTIONS: Summarize your phone discussion, noting participants, date & time of call. 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A-KI.::, ' 7 • 9 tO It 12 ll 14 lS '' 17 18 19 20 21 n 2l 14 15 26 17 21 29 lO Jl l2 ll l4 lS J6 l7 ll l9 40 •t 41 4J "" 45 46 47 •• 49 so \ St \ S2 Sl 54 "XI ~ \I @. q ...::: ::;: ...0 ~I ~II@~ CCI ~ ~ ~l.{tfiN\. 1\-0001 <4::: 0 , ,._rc.el -t" ' .... V''"' ( ~0 y ~ m ti.@ ~ »OJ..t,;~q tt-8 ~ lb ~ EC.T J:.O 1\l '2..-J.. /-IJO lb @ b \ \ iff ml lllO\\c:.~ \:l.. ~\Is® G 4SOta .:a• STONE & WEBSTI:ll £NC1NEJ:!liNC CO!lPOilATION CAU::ULATlON SHitltT Su.bj.ct. or ACI'C)U"at'U.Il o~clr .. d litrvu:<!d .......... ~o'f 1\·H:.C..Kl-Je:s.S :: 3 r;:Y \N A;LL TH· I.CK t0~S.S.-=-4-8' •• F-LCQR T\1-I.C..Kl-JESS-= 4-J-11 .......... S"Q ! -~ ' lh-$ ==C (,3 I ., S?LtC£ \..& t-Jo. II :: I 1(~11 = :.:-~ (,lt 11 = <;? ·4 OIL , r _ 1 t . -::, A{.L S PLI<':.EJ CUr.SS c -(\J 0 s) CALCULATION SHEET ;:;) I Ul'lt: &. VVt:.,;;) I t:H t:I'I\.:IINt:t;HII'I\.:1 IJUHI"UM~ IIUI'I J.O./W.O./CAI.CUI.ATION ItO. REVISION ol.5010.61 1~~oo.og o & ~0 \Y'\ E'TR 'i C~ 1: TElit!:Pr: ~3\{q / ~Ec.TIOtV 3-3 ~~ ,I / I 41~~ J.q:~s 5·SC:,$ Pt I :~ .~ I J~: l -lf:1'" t~ .::i"! roJ \.J\ l-.. ----- I --r- ~ 0 .:S' -. !b 1.. q.s' I q.<;:' --\\.'6~' \\. s~· TPrtV 22·S 0 (1-1 ~lo 11 ).;:::: ct.1n'' -';t~ \1) ( \) QA CATEGORY I COOE CL.ASS g ! ~ -(""( - :r ~\ 1\ -'+ ---z_- STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET J.O./W. 0. I CALCULATION NO. REVISION PAGE 5 -C! 3 I 0 QA CATEGORY I CODE CLASS n e;:s !:G-tv s e:-c..rro f\J 3 -~ Ltlfll.~}JJ~~:t b·~ I ~.(:,3 I 3 I G.- ® l f f t f t t t t ~ f t t f f f j( I' 1 Zi·l~ - "1.-= $o~T{J.7o-,z..l.f)(I./J +-(\\q\-~,0Sb-.~.t-e,J(b2·lt)(Vt) = \l.O~~ KfPT ? '+ :: 1. · 83 ( v · $ 0 J ( \ ~) = 8 · ~S'4 \<IF,- ?~-= ~~~~so C \-'+) (O·ISD) + ~-s~( \·'+) (06l<+) = 1-0'tg k;F=-r ~-s: i~'!?~ (. \-'t J(0·\~0) .::-0 5'(/-lf bef~T ? 5' .::: (\\C1. \-\08~.1-tl.-J (CQy. 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X f0t;;&. tv$) ME" AfT ft.T 'FA{,f:' o-F M G'"M = t lf 3 . 0 r T-K M.'~.x ~~-1\\0 MS;\J\ -= s 20 r=--r-K CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION PAGE ~5 SUB..IECT I TITLE QA CATEGORY I CQOE CI..ASS r·\ -or "--w~ roQ.TA-L· u ES~t0 fJF IV\EM~ ~-G, :SeCT. $-3 SDMMJ\~'1 LOA-OS ~$ .::. g£'".7g KIPS f\\.0 = 3i.Ci·47 rT-K M.\J = 1'+3·0 f=T-t< ~~v e l'f\Ot.te~VI tJEG-+TilJE' ~M-~ru T -I'-- " ~ r- I C:. 0-.~ u II ,,, -fOLVE. . ~ ~ftUrAX..ED COA)(J. -fl)f?G-· £ TE:b L ..Y;~J e.oo:sl'-n:z..q) .;;:: 2 s-.~z·' e . 003 -+ EJ-fXJJ.tJ7 (A.~ = @ ~ .:=0-~(J.S""•bL) .::--l.L,7S'II b) CO(Il-P()"'f""E ~S.S· E --()-CO) (2t78-lt;-)1) __ A rv"'/1 {f 7 r-v r r r"' $ lt rzg V "'-V,._ I C..; ..,-~:;: '":-':j -= ~V: ::>"C:>P.~r c s -A-s,1 (~;r -o-~s-~2) = t.~b (w-o-~s'('t)) = ~9-3 k Cc. =O.<?~.c,..r_)(a~x_~ir= 0-3s(Lt)(Z1.7S)(n)-=-<'6~1k 1 .:::-Its f-J .:::. -\. Sb _'-O) ::.r q$._ ~k c.) COMP c>Tti efo J Pb SOM.. JfA_O.M-Gn)T5 A-(30u ~- Mi:l-= ~~ e~ .;; <68.s r-z.c.r-a.?f)+" 1!ifr(-zlf-7tJ.~) + C!l.~C 2.'~-~ 71) =-\ll/ \'l. r>b -=-~-3 +~$>9--f ~3.t, -= l010.q efo ; IJ..'7 Yto?o .q -\. V~l Ff _ r lf. 2.4-11 CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION REVISION PAG! : ;-~7J() OS 0 / r QA CATEGORY I CODE CI..ASS 1) SS~& f\J OF-Ms-fV\\bER i--Co :;:SC.T 3-3 f Sv1V\M. ~~'\' wA-D~ ~\).:: ~S.iiS KJ:PS jV\ 0 -::. '3 tq .Lf'/ FT-K .e.= '"3f't·'+-7jgs-.?~ =-"}.72Yu == 4:4-.7 11 7 e6 f \) = ~ ss-./2 l ''L:L · S'"t+ KIP.S j') -EJ :zo - T .::::-1.s-(,, (~ ') -= en. ra K. cs ~ J .)" C .C,.s -<9-<6S('t)) = 3:5.7 c ~ = "0 +-T-Cs .:a l2 2 . .) w. -l-en. b K' -3 ~ .:'1 0 ·<;;'$( 4-) 0 2) -- =o. r;oo?B ;x 0..\J t:J-~S r c -E::s C reo\ = 1 s-. b; ~ ?.. c ::; "' / J V -.€:0'10/ I J ~ ~ ... 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'{'1. \L+ STONE & WEBSTER ENGINEERING CORPORATION REVISION 0 QA CATEGORY I CODE CLASS (+ Z N\1.-: %3:71o..lf7 .\lf -(~o4Z.·'\.~q:GJ(_IL;.oJG-¥)-Cl-"'t U'f.o7)~) ~ H-1... (. \'+·07J \1-z.:. s-q .11. ~4-~ N1t::l4,3.?G -q1.l4-~ ltrJ.q2.-q~)(1..)(t4-~1)~) + q .~~ U4-·0'7 'Jt~ -H· (14.01) \4 t.~ 9S".'1S X= 0 1\A.::-97·llf x.= '-M..::: -I ·l(D x =-'-t IV\.:: -~l-17 X:=b !\\= -?go 37 X =-g 1\\= -'='~·68'' X=-10 1\\=-1.-t·"f _.. 'Bl FT-tc:. t y.. = \'1 "'-==- \\0-1. 'X-::; \4-M== -z S"~-l~ )(::. \4.01 'f'A.= "Z.-(;. 'f . 7 7 ""-~~ ~~&. t't\OM\;;,)\ PrT FAC.E: OF ~LA-S = \llf·h'7 MPr X ~OS. ft\OMEI\)T ~ ~ 1. i=T-K CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION ..1.0./W.O./CALCULATION NO. 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DATE REV. NO. SUPERSEDES CONFIRMATION INDEPENDENT OR NEW *CALC. NO. *REQUIRED (v') PREPARER(S)/OATE(S) REVIEWER(S)/OATE (S) REVIEWER(S)/DATE(S) CALC NO, OR REV. NO. YES NO J).w. Po,.-~ rd.) 3o/8~ ~~-P~!k a. e \....-Fi\0c \--\~\TE- 1_ I J-8 I 9.6 A:J~U~ , ~l<' Pj ~ ' A~sVf"'f. "C, CALCUUTTON SHErr 1 ;-s5"o'~~87:s~ s 13 ~ -7_ I .tcvo·Q· , ........ l """""·' ;< I M«PA«cll 1 B r t D.u) · ~-,-,....R 1/J ~-:~ I"C'V1ClrCII I C:lUtCJ:t• I 041"1: 12 "" <:Ss -u. ~~ . .:.tJc4t:1rE t.hz/g:,- i IMQC .. (. .. QCJtt' Jt.C:VtOfCJt/Q4t'C: I 'u•.oc.;-:" 1 nn .. :: l ~ ... .:.J.r.::u:utT 1 ;:::::~ c:.~:s i but-kNrrfJ I TABLE OF CONTh'HS A.'IO HISTORIC 0.-l. TA (R::vtsion1., Additiom., Odetion1, c:::..) PAGC: I OESatmON I OR.lG. R£VlSI0.'-1 I Rf."rf.\RKS I NO. RS:VIEW .'«). DA ~I ! I T";TL£ 4e:>t: I 0 I I ' I I I ~ IIABl€ Gt'V!Cl'm I 0 I I ! or I I 3 I C A L c. u LA -r c.u'->0 Sv ~ t-'1 f\ R.. '1 I l 01 ,. : I I i 4¢5' l ri-TTAI< (. I Ol I i G~ 1-'>FTR\.t i i i I ( I I C) I I ! 0-8 Sr s"'" c... 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