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Bradley Lake Final Supporting Design Report Vol 5 1988
Alaska Power Authority FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOLUME 5 CALCULATIONS Prepared By STONE & WEBSTER ENGINEERING CORPORATION • MARCH 1988 ( 'a. ~-----·-·· ....•.•. ----, ... ~ ..... c ~"-' Ql ____________ -------------------------· . . j__________ ./ ( -~--·-·( l ·--- /1 .-;;_ ·---------------" j ' ., ., I I ~. ' ·' •: l i ~' •, ' ' • l i ~ ... ~- '• . ,\'' ;I I ...... "· i .................................................................................................................................. . 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CL .... ., ' EXPERIMENTAL MOOS FOR ICE ANALYSIS OJ ~ ERROR CORR -01r02r03r04 " _ MOD IF ICATUJI -50r51 ,52,5 3,54 ,99.4, • It---·-_ _!!!'.!!.!!'.~-~_!!!_!.!'!!'.~!'.!!'.'!_~!.!!.!'!.!'!!.!!.!!.!!'.~!!!_!!_!!_!!! .. ----·--· ··----·•· ··•· --· · · ·-·----· · ·-· ·•· · ·· · · · · · · •· · · • ·· · · · · · ·· ·-·----------· ·--· ·--·-·--···----------------·---·-· ----·-·· 'II ' 11----------------.. --------------------------------------·---------.... -------·· • Tl BRADLEY UK£ PROJECT t J.D.NO. 15800.12 -------------------------------.. ,. 11 T2 WATER $1.RFACE PROFU.E DOWNSTREAM OF OIVERSI(!f TUNNEL ' T3 Q=600000 CfSt CRIT. DEPTH AT SECTION 11-11 STA 11+74 11 Q __ --------.. -----• .. -.. _ ... • .. ----.,.'" -----..... -----------·--.......... ,. __ ._---__ .. ""-... ---.,..,. ..... ---T-... --. ... -----.... ~ ........ ---____ .,.--.,._ ---., ""'----.... ------... ""' --• ----..... "'"-....... ,.,. ---.. ~ ""-~ ---..... -.... 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STONE & WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE &5010.64 IFRONTI CLIENT e. PROJECT 'H Al.J\!>KA Powe-R F\VTH~tTY-~f\Du:r l.Atrt: YORosc..EC.TRtt PRo'Ja:T CALCULATION TITLE (Indicative of the Objective): WFiVE RuNuP PrNP . Fo~cl: ON DAM PARAPET CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION 6. GROUP CALC. NO. TASK CODE ~ 15800.0~ H 04-8 *APPROVALS-SIGNATURE &DATE REV. NO. OR NEW PAGE \ OF '3 ~ QA CATEGORY (\1) 0 I -NUCLEAR SAFETY RELATED o::a. 0 m [k( I:JtQRO OTHER OPTIONAL WORK PACKAGE NO. SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (v') PREPARER (S)/DATE (S) REVIEWER(S)/DATE (S) INDEPENDENT REVIEWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO s~~ ' -z-.,..,<. -:;G4:. 0 ._/' ;Viyf"f ,::; s J:... l't8 Z9 v'-67 t'f>.t-2.3 ,4 1-Z! Ayr I h.sl:. in~OTH'I' 'S:~ ~ ~--£ ~~·, . ' ~ -~-/J7 l'·z-i-41 ~~· 2.1'·'ll -· -- / - DISTRIBUTION* I I COPY : I COPY GROUP I NAME & LOCATION I Sf~T GROUP NAME 6. LOCATION I SENT J . I I hi) RECORDS MGT. : f, RE Pte-r\NO~ ,/ I I FILES(OR FIRE I I FILE IF NONE) :oRIG.-Jot) B~-R~:-v I I I 1 R~~zt 1~ro 1 I I I ~ lfCftl' I v I I I I . I I I I I I " I I I I I ~ I I I ! . t .. t I i l .. . . " . ·, ··~ ·: ~. '•-. . .. ~ .. :. :.~ . ~··:.· . .:'!. "'!;...; . '' ~ ;. ' ,• CALCULATION SUMMA STONE & WEBSTER ENGINEERING CORPORATION OB.IICTIVE: 01' CALCULATIOM INVE)TIGftiE WIWe> G€NEftftTEO C>Y WI A}~ f'rT \5RPtCLei L!rrrG") THF COR~~t>ONDitv& R\JtV\W OAJ 11lE" UPSTRE"N1 PACS OF Tl1C Dft/1 1 FtNtJ T(t'E" Dc5::4&N FORCe Of 111F VJA~t:5 ON 111"€ Pftlff\P57 o~ TOP OF nte 01'\M · CALCULATIOII III!THOO/ASSUIIPTIOfiS USE: EF. fOR I I t!TC -N . \JSE ~s: CD FOR Cf\LCVLPmM& WP\ 11Ei&ti1 ) ?~toDJ RuN vP AND FORcEs. \))€ Ref. ® foR CA LC\JtHT'tTv. (3. S6Tu P, . FoR FOR~ OtJllte PP\R~\t-r) u.se WfiVe> (1ENERPrie:D FRot1 svsThltJen WINO> Of v M\0\)..S SPEEDS f\PPUED TO A ~.SERVDIIt 11T ElEV·IIBO I (~o~MP\L.t\1\X· Of>eR"TIN6-) AND PLOT WIND SPeED '15-R>~ce-ON PMflPeT. 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Fol\te-OtJ \'Mf'lt>ET ~ ~te: ~e:1\ F001 t~~ OO\\e1\S" J\'>f,' ot-l "THe tl'flf\~1 1\~=(:~~)u-~:)Yf,) R"t: fi,. + RNI (lb/ft) (tb/ft) -451- -902. -l)52..G -2,32.6 ),'6Gb 2}98~ . l)~b~ 3,2.06 . 2,30t ', 3,~2-0 . -· -~···-.. ..---·---- J:O. tt 15500.08 '-.._.! 2.5 ...... & CALC, O"l-8 I I I I VE~iOfPIN&-Of PAR/WeT ecGINS @ 1071"'\Pl-1 <C ---------------------------- c::: [ LJ) -2. = t- < 0 0+-------~------~-------+------~--------~ 70 ao 9o 1oo no 12.0 SlJST~ItvED WINDSPEED}U (Mph) __ Alaska Power Authority FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOLUMES CALCULATIONS Prepared By STONE & WEBSTER ENGINEERING CORPORATION MARCH 1988 TABLE OF CONTENTS ,..... ! TABLE OF CONTENTS FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 1 -REPORT VOLUME 2 -DESIGN CRITERIA VOLUME 3 -DAM AND SPILLWAY STABILITY ANALYSIS VOLUME 4 -CALCULATIONS VOLUME 5 -CALCULATIONS VOLUME 6 -CALCULATIONS VOLUME 7 -CALCULATIONS VOLUME 8 -CALCULATIONS VOLUME 9 -CALCULATIONS 0216R-4460R/CG 1 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION 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 2.4 MATERIAL PROPERTIES 2.5 GENERAL TECHNICAL DATA 3.0 SUITABILITY ASSESSMENT 3.1 SPECIFIC ASSESSMENTS 4.0 GEOTECHNICAL INVESTIGATIONS 4.1 CHRONOLOGY OF INVESTIGATIONS 4.2 BORING LOGS, GEOLOGICAL REPORTS AND LABORATORY TEST RESULTS 5.0 BORROW AREAS AND QUARRY SITES 5. 1 BORROW AND QUARRY AREAS 5.2 OTHER MATERIAL SOURCES 6.0 STABILITY AND STRESS ANALYSIS 6.1 GENERAL 6.2 DIVERSION TUNNEL INCLUDING INTAKE STRUCTURE 6. 3 MAIN DAM 6.4 SPILLWAY 6.5 POWER TUNNEL AND PENSTOCKS 6.6 POWERHOUSE/SUBSTATION EXCAVATION, COFFERDAM AND TAILRACE CHANNEL 6.7 POWERHOUSE 6.8 REFERENCES 7.0 BASIS FOR SEISMIC LOADING 7.1 GENERAL 7.2 SEISMOTECTONIC SETTING 7.3 SEISMIC DESIGN 0216R-4460R/CG ii -_," ......... \.......· TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 1 REPORT 8.0 SPILLWAY DESIGN FLOOD BASIS 8.1 STUDY METHODOLOGY 8.2 WATERSHED MODEL CALIBRATION 8.3 PROBABLE MAXIMUM FLOOD 8.4 SPILLWAY DESIGN FLOOD 8.5 MODEL TEST 9.0 BOARD OF CONSULTANTS 9.1 INDEPENDENT BOARD OF CONSULTANTS 9.2 FERC BOARD OF CONSULTANTS APPENDIX A Plates Exhibit F 1 2 3 4 5 6 7 8 9 10 13 14 15 16 17 18 19 20 Figures F.6.2-5 F.6.2-6 DRAWINGS Title General Plan General Arrangement -Darn, Spillway and Flow Structures Concrete Faced Rockfill Darn -Sections and Details Spillway -Plan, Elevations and Sections Power Conduit Profile and Details Intake Channel and Power Tunnel Gate Shaft -Sections and Details Civil Construction Excavation at Powerhouse -Plan Civil Construction Excavation at Powerhouse -Elevations 90 MW Pelton Powerhouse Construction Diversion -Sections and Details Main Darn Diversion -Channel Improvements General Arrangement -Permanent Camp and Powerhouse Barge Dock Powerhouse Substation and Bradley Junction Main One Line Diagram Martin River Borrow Area Waterfowl Nesting Area Powerhouse Access Roads Mean Horizontal Response Spectrum Design Accelerograrn 0216R-4460R/CG iii ,--. I \..- TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 1 REPORT APPENDIX B ATTACHMENTS B.l Construction Schedule Contract Dates B.2 Meetings of the Independent Board of Consultants B.3 Meeting No. 1 Meeting No. 2 Meeting No. 3 Meeting No. 4 Meeting No. 5 Meeting No. 6 Meeting No. 7 Meeting No. 8 Meeting No. 9 Meeting No. 10 Meetings of the Meeting No. 1 Meeting No. 2 May 12 and 13, 1983 July 11 to 15, 1983 September 25 to 27, 1984 November 4 and 5, 1985 with response of November 25, 1985 January 28, 1986 May 6 to 8, 1986 with response dated May 21, 1986 August 12 to 14, 1986 with response dated October 20, 1986 December 8 to 10, 1986 Site Visit by Mr. A. Merritt on December 11, 1986 May 5 to 7, 1987 December 17 and 18, 1987 FERC Board of Consultants March 6 and 7, 1986 May 28 and 29, 1986 with response dated July 11, 1986 Hydraulic Hodel Test of Spillway July 9, 1986 Meeting No. 3 August 18 to 20, 1986 with response dated October 28, 1986 Meeting No. 4 Meeting No. 5 Meeting No. 6 Hydraulic Model Test Spillway and Diversion Tunnel August 29 and September 25, 1986 January 27, 1987 with response dated January 29, 1987 Hay 26 to 28, 1987 with response December 7 and 8, 1987 with response 0216R-4460R/CG iv c TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 2 DESIGN CRITERIA 1.0 Civil Design Criteria 2.0 Geotechnical Design Criteria 3.0 Structural Design Criteria Part A General Design Criteria Part B Special Requirements for Major Structures Section 1. Section 2. Section 3. Section 4. Section 5. Sect ion 7. Main Dam Diversion Main Dam Spillway Power Tunnel Lining, Intake and Gate Shaft Steel Liner and Penstock Tailrace 4.0 Hydraulic Design Criteria 1. Main Dam Diversion 2. Tailrace 3. Hydraulic Turbines, Governors and Spherical Valves 4. Spillway 5. Power Intake, Tunnel and Penstock 5.0 Architectural Design Criteria 0216R-4460/CG v TABLE OF CONTENTS (Continued) r FINAL SUPPORTING DESIGN REPORT ~ GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS DAM STABILITY REPORT Section Section Title 1.0 INTRODUCTION 1.1 PURPOSE 1.2 SCOPE 1.3 DAM SAFETY CRITERIA 2.0 DESCRIPTION OF PROJECT FEATURES 2.1 GENERAL 2.2 MAIN DAM 2.3 UPSTREAM COFFERDAM 3.0 DESIGN EARTHQUAKE REGIME 3.1 SEISMOTECTONIC SETTING 3.2 DESIGN RESPONSE SPECTRA 3.3 ACCELEROGRAM DEVELOPMENT \.... .. 4.0 ALTERNATIVE METHODS OF ANALYSIS 4.1 GENERAL STABILITY CRITERIA 4.2 PSEUDOSTATIC METHOD 4.3 SARMA/NEWMARK METHOD 4.4 FINITE ELEMENT METHOD 4.5 SELECTION OF SARMA METHOD 5.0 SARMA ANALYSIS METHODOLOGY 5.1 MATERIALS PROPERTIES AND EARTHQUAKE SELECTION 5.2 LEASE II ANALYSIS 5.2.1 Static Analysis 5.2.2 Critical Circles and Accelerations 5.3 SARMA ANALYSIS 5.3.1 Data Requirements 5.3.2 Processing 5.3.3 Analytical Output 5.3.4 Significance of Results 6.0 BRADLEY LAKE EMBANKMENT ANALYSES 6.1 EARTHQUAKE RECORDS 6.2 INPUT PARAMETERS 6.3 DESIGN CASES 6.4 LEASE II ANALYSES c 6.5 SARMA ANALYSES 6.6 INTERPRETATION OF RESULTS 0216R-4460R/CG Vl c Section 7.0 8.0 6.7 6.7.1 6.7.2 6.7.3 6.7.4 6.7.5 6.7.6 6.7.7 6.7.8 6.8 7.1 7.2 7.3 7.4 Figure 1 2 3 4 5 6 1 8 9 10 11 12 13 14 15 16 11 18 19 20 21 22 0216R-4460R/CG TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS Sect ion Title SPECIAL STUDIES Megathrust (a = .55g) DBE (ah = .375g) Influence of Downstream Berm Failed Concrete Face Varying Embankment Height Planar Slip Surfaces La Union Accelerogram Parametric Analyses COFFERDAM CONCLUSION CRITICAL CASES SUMMARY OF CRITICAL FAILURE SURFACES PREDICTED DISPLACEMENTS RESPONSE TO VARIOUS EVENTS BIBLIOGRAPHY LIST OF FIGURES Title Project Location Map Main Dam Area -General Arrangment Main Dam Sections (Not Used) MCE Response Spectra -Mean and Chosen Rockfill Friction Angles Intermediate avlah Ratio Selected Sliding Surfaces -Main Dam Critical Acceleration Plots Permanent Deformation Plots MCE Response/Displacement Plots Megathrust Response/Displacement Plots DBE Response/Displacement Plots Flow Through Dam Without Face Dam Height vs. Acceleration and Displacement Wedge Stability: Sloped Sliding Planes Wedge Stability: Horizontal Sliding Planes La Union Response/Displacement Plots Response Spectrum -La Union E-W Record Response Spectrum -Taft Record Arias Intensity Taft Response/Displacement Plot vii TABLE OF CONTENTS (Continued) .--FINAL SUPPORTING DESIGN REPORT \._. GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS SPILLWAY STABILITY REPORT Section Section Title 1.0 INTRODUCTION 1.1 PURPOSE 1.2 SCOPE 1.3 SPILLWAY SAFETY CRITERIA 2.0 DESCRIPTION OF PROJECT FEATURES 2.1 GENERAL 2.2 OGEE SECTION 2.3 NON-OVERFLOW SECTIONS 2.4 GEOLOGIC CONDITIONS 3.0 DESIGN EARTHQUAKE REGIME 3.1 SEISMOTECTONIC SETTING 3.2 DESIGN RESPONSE SPECTRA 3.3 ACCELEROGRAM DEVELOPMENT 4.0 STABILITY CRITERIA 4.1 GENERAL 4.2 LOADS 4.2.1 Deadweight 4.2.2 Ice 4.2.3 Hydrostatic 4.2.4 Earthquake 4.2.5 Wind 4.2.6 Uplift 4.2.7 Temperature 4.3 LOADING CONDITIONS 4.4 ACCEPTANCE CRITERIA 4.4.1 Stability Requirements 4.4.2 Minimum Allowable Stress 4.4.3 Shear-Friction Factor of Safety 5.0 METHODS OF ANALYSIS 5.1 STATIC METHOD 5.2 FINITE ELEMENT METHOD 5.3 SARMA METHOD 6.0 STATIC ANALYSIS 6.1 STABILITY ANALYSIS -6.2 RESULTS '-"' 7.0 FINITE ELEMENT ANALYSIS 7.1 STRESS ANALYSIS 7.2 RESULTS 0216R-4460R/CG viii Section 8.0 8.1 8.2 9.0 9.1 9.2 10.0 Figure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0216R-4460R/CG TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS Section Title SARMA ANALYSIS STABILITY ANALYSIS RESULTS CONCLUSIONS CRITICAL CASES SUMMARY OF STABILITY CONDITIONS BIBLIOGRAPHY LIST OF FIGURES Title Project Layout Map General Arrangement -Main Darn Area General Arrangement -Spillway Project Response Spectra Hybrid Accelerograrn Static Spillway Model Case I -Static Analysis-Base El 1124 Case II -Static Analysis-Base El 1124 Case IV -Static Analysis-Base El 1124 Finite Element Model -Base El 1160 Finite Element Model -Base El 1150 Finite Element Model -Base El 1124 Finite Element Analysis: Case III -Max. Tensile Stresses -Base El 1160 Finite Element Analysis: Case III -Max. Compressive Stresses -Base El 1160 Finite Element Analysis: Case V -Max. Tensile Stresses - Base El 1160 Finite Element Analysis: Case V -Max. Compressive Stresses -Base El 1160 Finite Element Analysis: Case III -Max. Tensile Stresses -Base El 1150 Finite Element Analysis: Case III -Max. Compressive Stresses -Base El 1150 Finite Element Analysis: Case V -Max. Tensile Stresses - Base El 1150 Finite Element Analysis: Case V -Max. Compressive Stresses -Base El 1150 Finite Element Analysis: Case III -Max. Tensile Stresses -Base El 1124 lX c Figure 22 23 24 25 26 27 28 29 30 31 32 33 \.._ 34 35 36 - 0216R-4460R/CG TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS LIST OF FIGURES Title Finite Element Analysis: Case III -Max. Compressive Stresses -Base El 1124 Finite Element Analysis: Case V -Max. Tensile Stresses - Base El 1124 Finite Element Analysis: Case V Max. Compressive Stresses -Base El 1124 SARMA Analysis Model, Ogee Sections -Sheet 1 SARMA Analysis Model, Ogee Sections -Sheet 2 SARMA Analysis Model, Non-Overflow Sections SARMA Analysis: Base El 1160 -Ogee SARMA Analysis: Base El 1150 -Ogee SARMA Analysis: Base El 1130 -Ogee SARMA Analysis: Base El 1124 -Ogee SARMA Analysis: Base El 1160 -Left Abutment SARMA Analysis: Base El 1124 -Right Abutment Spillway Stability Analysis Summary -Sheet 1 Spillway Stability Analysis Summary -Sheet 2 Spillway Stability Analysis Summary -Sheet 3 X HYDRAULIC TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 4 CALCULATIONS Calculation Title No. SPILLWAY CREST SHAPE H-027 FLOOD ROUTING -P.M.F. THROUGH SPILLWAY H-028 FLOOD ROUTING -FLOOD OF RECORD THROUGH H-033 BRADLEY LAKE & DIVERSION TUNNEL DESIGN THRUSTS -POWER PENSTOCK NEAR H-036 MANIFOLD SIMPLIFIED DAM BREAK ANALYSES AND WATER H-046 SURFACES PROFILES WAVE RUNUP AND FORCE ON DAM PARAPET H-048 TAILRACE CHANNEL SLOPE PROTECTION H-050 PROTECTION AGAINST WAVES FOR THE H-066 UPSTREAM COFFERDAM & POWER TUNNEL INTAKE ROCK PLUG ICE FORCE ON DAM PARAPET H-068 INVESTIGATION OF NEED FOR AERATION OF SPILLWAY FLOW H-077 RIPRAP DESIGN H-079 FILLING BRADLEY LAKE RESERVOIR H-081 0216R-4460R/CG xi (._ c TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 5 CALCULATIONS GEOTECHNICAL Calculation Title No. ROCK STRESS IN CIRCULAR TUNNEL LININGS G(Ak)-04 AND SELECTION OF EXTERNAL WATER PRESSURE CRITERIA GROUND WATER SEEPAGE LOADS ON DIVERSION TUNNEL LINER G(Ak)-08 VERIFICATION OF INTAKE GEOMETRY FOR THE POWER AND DIVERSION INTAKES AT THE BRADLEY LAKE RESERVOIR G(Ak)-10 EXTERNAL ROCK & GROUND WATER LOADS ON POWER INTAKE AND GATE SHAFT STRUCTURES G(Ak)-22 FINAL STABILITY ANALYSIS: BRADLEY LAKE G(D)-24 MAIN DAM PENSTOCK -MANIFOLD THRUST BLOCK EMBEDMENT LENGTH AND STABILITY ANALYSIS G(Ak)-29 ROCK MODULI FOR POWER TUNNEL TRANSIENT STUDY G(Ak)-31 DESIGN OF ROCK SUPPORT FOR THE MAIN POWER INTAKE STRUCTURE G(Ak)-35 PLINTH AND TOE SLAB GEOMETRY -MAIN DAM G(D)-38 0216R-4460R/CG xii - TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 6 CALCULATIONS GEOTECHNICAL Calculation Title No. GROUNDWATER INFLOW & LEAKAGE INTO POWER TUNNEL G(Ak)-41 EVALUATION OF SHEAR STRENGTH OF ROCK MASSES AT THE BRADLEY LAKE SITE G(Ak)-47 EVALUATION OF EXTERNAL LOADS ON POWER TUNNEL LINER G(Ak)-48 VERIFICATION OF CONFINEMENT TO PREVENT HYDRAULIC JACKING OF THE POWER TUNNEL G(Ak)-49 TAILRACE SLOPE STABILITY & PROTECTION G(A)-50 DESIGN OF ROCK BOLTS FOR DIVERSION TUNNEL & GATE SHAFTS DAM TOE PLINTH LOADS POWER TUNNEL INTAKE EXCAVATION DESIGN MANIFOLD & PENSTOCK THRUSTBLOCK STABILITY CONSIDERING SHEAR ZONE FEATURE POWERHOUSE CELLULAR SHEETPILE COFFERDAM STABILITY ANALYSIS EVALUATION OF CONCRETE LINER REQUIREMENTS FOR THE MAIN POWER TUNNEL MAIN DAM FACE SLAB DESIGN SPILLWAY: SARMA DISPLACEMENT ANALYSIS SPILLWAY OF THE UPSTREAM COFFERDAM TOE AND ABUTMENT PLINTH DOWEL EMBED. LENGTHS AND QUANTITIES 0216R-4460R/CG xiii G(A)-58 G(A)-60 G -70 G -86 G(Ak)-89 G(Ak)-90 G(Ak)-93 G -98 G -104 G -106 -- TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 7 CALCULATIONS STRUCTURAL Title WIND LOADS FOR DESIGN CRITERIA SNOW & ICE LOADS FOR DESIGN CRITERIA SEISMIC DESIGN DATA MAIN DAM DIVERSION TUNNEL LINING AND GATE CHAMBER ANALYSIS POWER TUNNEL INTAKE POWER TUNNEL GATE CHAMBER AND LINING DESIGN AND ANALYSIS GATEHOUSE CONCRETE STRUCTURE 0216R-4460R/CG xiv Calculation No. SDC.1 SDC.2 SDC.3 SC-133-3 SC-151-16 SC-152-21 SC-152-32 c :'-"' TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 8 CALCULATIONS STRUCTURAL Title DAM PARAPET MAIN DAM TOE PLINTH DESIGN SEGMENTS A, B, C, D ABUTMENT DESIGN SPILLWAY STABILITY ANALYSIS - STATIC ANALYSIS FINITE ELEMENT ANALYSIS OF SPILLWAY FOR SEISMIC LOAD COMBINED WITH DEAD WEIGHT, ICE THRUST, AND WATER LOADS SPILLWAY TRAINING WALLS 0216R-4460R/CG XV Calculation No. SC-191-26 SC-191-27 SC-191-29 SC-201-SA SC-201-34 SC-205-23 c TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 9 CALCULATIONS STRUCTURAL Calculation Title No. PENSTOCK AND MANIFOLD ANCHOR BLOCKS SC-261-25 MAIN DIVERSION & MAIN INTAKE BULKHEADS SS-132-2 MAIN DAM DIVERSION PENSTOCK DESIGN SS-134-12 POWER TUNNEL INTAKE TRASH RACKS SS-153-10 POWER PENSTOCK THRUST RINGS AND MISC. COMPONENTS SS-261-16A REQUIRED THICKNESS OF STEEL LINER UNDER INTERNAL AND EXTERNAL PRESSURE SS-261-17A STRESS ANALYSIS OF FLANGE WITH 108" INSIDE DIAMETER LOCAL STRESSES DUE TO GEOMETRY DISCONTINUITY AT REDUCERS AND MITERED ELBOWS REQUIRED THICKNESS OF ELLIPSOIDAL HEADS FOR PENSTOCK STRESS ANALYSIS OF POWER PENSTOCK WYE BRANCH PENSTOCK ACCESS FLANGE BOLTS 0216R-4460R/CG xvi SS-261-17B SS-261-17C SS-261-17D SS-261-17F SS-261-18 GEOTECHNICAL CALCULATIONS STONE E. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE .A 5010 64 t FRONT\ CLIENT S. PROJECT /j A t,A--C,f< A PcttJ~f<.. A-UTHOr< try !3t~./tPf.L\( t...Jt :k. £ CALCULATION TITLE (Indicative of the Objective):' T<D~· STR£«; S tN c t(<LuUtR-TUtvt.JcL f-ININGS fi/'9 S~L..£..CT{Ct.J oF CYT~t<NrrL uJftTCR... p·r/ c ~suI<. f.. cP t TE:f2t A CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O NO. DIVISION 6. GROUP CALC. NO. TASK CODE rseoo &(Ate) 04-tv/A * APPROVALS -SIGNATURE 6. 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE2 rseco D4 $pret~d r;he-i!.t [)~t:vM-tJ1 ~tzo.tt IT Lolvs 1 ... 2 .. 3 ~fJr~t;;,lteef ~~s cfev~/opet:/ fo all~>-w 171 e anedys t.$ to b-€ p.er~rw,~c( ry i« ly. DDCUutL-C was v-vw "" f;t-e ~prea.dsAtef r~-gtv~s /7t~ Fo II o-w I Y1j mod e_f. NCJfe-~cro~ Olrt. ,·Yit:.lvdtd,i-. The s;;re((.t/,Jt~ef ~Mp l~ft'. Model:C:LINER.WKS 08-16-1986 14:03:29 Page: 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 A B 7 10 c 6 D 8 E 9 MACRO FEVER \I /WIR-~ r:';•' r 1 ~ '( c t.J \D /WDR-:.,( :..t',s..( C• (~ vV \E /Rr (;~, i; r, ( C' ,c. l'lJ.( \F /RFF Fb n"' t!, -t () y-ll. V\1-" \C /We* r (" 1 VI-" tJ ,,.; ,J. r-~ '-c "-(~ 1-'{ BRADLEY LAKE HYDROELECTRIC PROJECT Spreadsheet liner.wk1 (D1}1TODAY (G }ITOD AY F 7 G 7 H 7 I 7 J.0.158 00.08 ROCK & WATER LOAD STRESS IN CIRCULAR TUNNEL LININGS WATER WATER HEAD PRESS (FT) (PSI) ROCK ROCK LOAD GAMMA (FT) (PCF) ROCK PRESS (PSI) TUNNEL TUNNEL LINER LINER O.D. I.D. THICK THICK (FT) (FT) (IN) RATIO ============== ============= ======== ===========--================ == = = = == 25 (F2)100(F2)+A25* (F1)8 (F2)165 (F2}+C25 (F2)+G (F2}19 (F2)19 (F3)+H 62.4/144 *D25/144 25+H25 25/(12 /6 *F25) 26 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 ... 5010.65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE_B_ tS~DD ~'f Model:C:LINER.WKS 08-16-1986 14:03:32 ----------------------------------- **** **** 14 15 16 17 18 19 20 21 22 23 24 J J 7 K 8 WP 06E L 9 M 7 N 7 0 10 RADIUS SECTION CONCRETE Fwater Frock BENDING TO C.L.MODULUS STRENGTH STRESS STRESS MOMENT (IN) (IN"3) (PSI) (PSI) (PSI) (IN-LB) ======================= ====================== = = = Page: 2 p 7 Q 7 R 7 FmomentTOTAL FACTOR STRESS STRESS SAFETY (PSI) (PSI) COMB ===================== = = 25 (F2)+G (F2)200 (F1)3000 (F2)+B (F2)+E (F1).25*E (F2)+0 (F2)+M (F2)+L 25*6+H 25*J25 25*F25 25*J25.2 25/K25 25+N25 25/(M2 25/2 /825 *6/825 +P25 5+N25+ P25) 24 26 2!'> 26 27 28 29 30 31 32 33 34 36 37 38 39 40 41 42 43 44 4!) Model:C:LINER.WKS 08-16-1986 ----------------------------------- **** **** 20 ROCK \ 21 TOTAL 22 STRESS 23 ====== 24 25 s 7 (F2) (N25+P25)/Q25 14:03:34 FACTOR SAFETY WATER ======== Page: 3 T 7 (F2)+L25/(M25) I 46L-------------------------------------------------------------------------~ ~ "' ~ "' ~ ~ ~ ~ Ul N ~ ~ ... 0 "' Test Pvob/e,..,_ ... ... "' ... c,, c,, Ul Ul ., Ul A Ul ... ... N Ul N 0 "' BRADLEY LAKE HYDROELECTRIC PROJECT Spreadsheet liner.wkl 16-Aug-86 01:47 Pll ROCK & VATER LOAD STRESS IN CIRCUL~R TUNNEL LININGS VATER VATER ROCK ROCK ROCK TUNNEL TUNNEL LINER HEAD PRESS LOAD GAIIIIA PRESS O.D. I. D. THICK (FT) (PSI) (FT) (PCF) (PSI) (FT) (FTl (Ill) N N "' ... N N N N 0' U1 A U1 N N N N - 0 "' "' ... "' "' ~ J.0.15800.08 wry'" LINER RADIUS SECTION CONCRETE Fwater Frock BENDING THICK TO C.L.KODULUS STRENGTH STRESS STRESS KOKENT RATIO (IN) (IN. J) (PSI) (PSI) (PSI) (III-LB) ;;; N 0 <D "' ... "' "' ~ '· FaoaentTOTAL FACTOR ROCK \ FACTOR STRESS STRESS SAFETY TOTAL SAFETY (PSI) (PSI) COKB STRESS VATER •:z:zc::::::::::::::::::::::::: ============= ======== =================================================== ====================== =========================== ==····· 100.00 43. JJ 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123.50 200.00 3000.0 281.67 64.17 34953.1 174.;,)) 520.60 5.76 0.46 10.65 ....... v v ~ v v v ., v ........ V' ......... -----~~-··--------------------· E~4Y't1fle Pto/,leM. BRADLEY LAKE HYDROELECTRIC PROJECT J.O.l5800.08 VP~ Spreadsheet liner.wkl 16-Aug-86 02:23 Pll ROCK ' VATER LOAD STRESS IN CIRCULAR TUNNEL LININGS VATER VATER ROCK ROCK ROCK TUNNEL TUNNEL LINER LINER RADIUS SECTION CONCRETE Fwater Frock BENDING raoaentTOTAL FACTOR ROCK \ FACTOR READ PRESS LOAD GAliK A PRESS O.D. I. D. THICK THICK TO C.L.KODULUS STRENGTH STRESS STRESS IIOIIEJIT STRESS STRESS SAFETY TOTAL SAFETY (FT) (PSI) (FT) (PC F) (PSI) (FT) (FT) (IN) RATIO (IN) (IN"3) (PSI) (PSI) (PSI) (111-LB) (PSI) (PSI) COKB STRESS VATER •:az.============ ============= ======== ============z====================================== ======= ::::::::::::::::::::m::::::::c:::::::::::::::::::::::: s:::::::::::::::::::::z:::::::::::::::::::::::::::: ============= ::::2••••• 100.00 43.JJ 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123.50 200.00 3000.0 281.67 64.17 34953.1 174.17 520.60 5.76 0.46 10.65 200.00 86.67 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123.50 200.00 3000.0 563. JJ 64.17 34953.1 174.77 802.27 3.74 0.30 S.JJ 300.00 lJO.OO 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123.50 200.00 3000.0 845.00 64.17 34953.1 174.77 1083.93 2.77 0.22 J.SS 400.00 11J.JJ 8.0 165.00 9.17 22.17 19.00 19.00 0. 071 123. 50 200.00 3000.0 1126.67 64.17 34953.1 174.77 1365.60 2.20 0.17 2.66 500.00 216.67 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123. so 200.00 3000.0 1408.ll 64.17 34953.1 174.77 1647.27 1.82 0.15 2.13 600.00 260.00 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123.50 200.00 3000.0 1690.00 64.17 34953.1 174.77 1928.93 1. 56 0.12 1. 78 700.00 303. JJ 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123.50 200.00 3000.0 1971.67 64.17 34953.1 174.77 2210.60 1. 36 0.11 1. 52 800.00 346.67 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123.50 200.00 3000.0 225J.ll 64.17 34953.1 174.77 2492.27 1.20 0.10 l.JJ 900.00 390.00 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123.50 200.00 3000.0 2535.00 64.17 34953.1 174.77 2773.93 1.08 0.09 1.18 .l.I!QO.QO 433.JJ 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123. so 200.00 3000.0 2816.67 64.17 34953.1 174.77 3055.60 0. 98+-0.08 1.07 ... N - ~ rb "" c --~ 1100.00 476.67 8.0 165.00 9.17 22.17 19.00 19.00 0. 071 123.50 200.00 3000.0 3098.ll 64.17 34953.1 174.77 3337.27 0.90 0.07 0.97~ i2oo.oo 520.00 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123.50 200.00 3000.0 JJ80.00 64.17 34953.1 174.77 3618.93 0.83 0.07 0.89 lJOO.OO 563.JJ 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123. so 200.00 3000.0 3661.67 64.17 34953.1 174.77 3900.60 0.17 0.06 0.82 1400.00 606.67 8.0 165.00 9.17 22.17 19.00 19.00 0.071 123. so 200.00 3000.0 3943. 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OPTIONAL TASK CODE \5w:J A) ~ (i)LUMN A B c. ~ E F G H ROW I SEEPAGE PROFILE THROUGH DIVERSION TUNNEL KNOB 26-Jan-87 J.O. 15500.08 't FILE: SEEPDT.WK1 l ROCK MASS INITIAL DELTA TOTAL FLOW RATE DELTA FINAL HYORAUL '+ PERMEABIL HEAD X OFFSET Q HEA[i HEAD GRADIENT 5 GPO/FV2 He dx X+dx GPO/FT dh H dhidx " ------------------------------------------------------------------------------- 7 ~ '' ., ~!. ' 2.00 2.00 102.00 1.04 (rOO &OJ} 1.02 ~.vv 10u.O.J !J 1.00 100.01. 2.00 4.00 102.00 2.08 ffi11'i 48.96 l. l~ \0 ~ 0{! 97 9'i 2.00 6.00 102.00 .-, '1 1f."T9 47.89 J. I •.• t.-fe.• I i. .L.alw ll 1.00 95.79 2.00 8.00 102.00 2.18 93.61 46.80 11. 1.00 93.61 2.00 10.00 102.00 2.23 91.37 45.69 eK 1.00 91.37 2.00 12.00 102.00 " ?11 ! .... , 89.09 44.54 ~: 1.00 89.09 2.00 14.00 102.00 " 11;, 86.73 43.37 Lr-.JJ 1.00 86.73 2.00 16.00 102.00 2.42 84.31 42.16 1.00 84.31 2.00 18.00 102.00 2.49 81.82 40.91 1.00 81.82 2.00 20.00 102.00 2.57 79.25 39.62 1,00 711 ?t I r ,.._J 2.00 22.00 102.00 2.66 76.58 38.29 1.00 76.58 2.00 24.00 102.00 .-, ,: i..lb 73.82 36.91 1.00 73.82 2.00 26.00 102.00 2.88 70.94 35.47 1.00 70.94 2.00 28.00 102.00 3.00 67.94 33.97 1.00 67.94 2.00 30.00 102.00 3.15 64.79 32.40 1.00 64.79 2.00 32.00 102.00 3.32 61.47 30.74 1.00 61.47 2.00 34.00 102.00 3.52 57.95 28.98 1.00 57.95 2.00 36.00 102.00 3.76 54.19 27.09 1.00 54.19 2.00 38.00 102.00 4.07 50.12 25.06 1.00 50.12 2.00 40.00 102.00 4.47 45.65 22.82 1.00 45.65 2.00 42.00 102.00 5.02 40.63 20.31 1.00 40.63 2.00 44.00 102.00 5.87 34.76 17.38 1.00 34.76 2.00 46.00 102.00 7.48 27.28 13.64 1.(1(1 27.28 2.00 48.00 102.00 ERR ERR ERR A1: wm 'SEEP~GE PROFILE THROUGH DIVERSION TUNNEL KNOB 51: D1) EW10J iNOW H!: J.G. 15500.08 A:;: EW12J 'GP[i/FT·'2 F2: ; FILE: 85: 'Ho . r.-,. 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER R.e f.ev fo .eJ('Cb._ va.. f-to~ cl YO. w I 'nJ I 5 r; oo-rY-I' z 8. <;ec 7-o--z..o ftvof Pf -h>r.f!.(J( {! /C{,C/,b-4· 7)::: /t>S'J.2S f'<4d,vs L)~XYf-e s VJrf-cro-wt'\ £I c; e c_ 2 1 -7-( +-"2. "2. -'Z. '2-- Pt vcrf Pf F ~x etl (! l~fs>'f,6 R~tdltJt, vtt,.t-t>S' ~A.Jrf-c.rcw/.'1 £1 Sec 2 '3-'2. '; Ptvot porYJ.f vari~S i<tJ.dlvS va.v1es /1.85 t-o /l.' 1 c,_ (.)-(J)h t: I rL)( ~t:J e 10 f3 7, 3 t; PAGE~ (0(:;7, 5) -{'2.· ~() I 0~ 7,;) (1.85' t3 Ptvcf ltJ75:t:; -to74JIS -# : "12. -'"· s Pf'Skt1c ~ 7.--B 2.9 ~0 .,, 32- /0 74t4 s (! STA 3r7"L sl-4. L1 r+ "3r7/ ,,o 3r7o '-·" 3 ,..,.9 '3." 3+-"~ L.f,V "5ri:> 7 s.o /01'S.,. 0 ~STA ~tb,.$" /1'1 vetrf-£1 {O]I.f, ':f /~24· r,' ffl7),01. Ol'S,'%-l £C75. ifO Sec 7...4-Z..Y Cot'lS~"'i 'Secfl~ 5 .e c. 'l-\') ... 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SE't f-w'...., 11 C '' (IJCS ChC')ev-,. o.t STA '3 r72. wA-tr-e tlte /&. 77 6 s/c-pe thfe.rsecfs ci!OB7 roof: fechuvt ''IJJ'' wos ch~S-€~ o..r STA 3t(p~.) whev~ 't'1,e wall-; Jnr-eys~cf Hte to~sfo.t/ft wttlh,porht:'t... (s~(! s,t~fr, I 5 S o 6 -~ S k -I "3). . 3(f. 2 -23.7 - ~9'-b(p, 'S -: -F+- Sech~ 11 1 11 Wt($ c..ho~ &t srA 3 +-43 d iv/V'Ii· 7-rt-p~sf S TA '3 t-So fOr-fts"'-by p4.~S fJ fp-e. 'fvrn vpcs. STA ?tSO ~~ ccvdro( port'\t for \l'1~ sprirul1;1e :. $\A 3+-4"3 j~@ /.O(o ~DUJV\d~.e_ (07(&.o-.o.ot('1}~ 1075.'3 lnvevrf ts (! 1075, 9"5-!J, S'O r: l~fo(e,f./3 I 2 3 4 5 6 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 45 46 ( ( ( ( ( r STONE E. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. I DIVIS~(~~UP I CALC~~TION NO. !OPTIONAL TASK CODE PAGE 9-- \Seoo Model :C:OIVARCH.WKS 08-15-1986 10:53:26 Page: I I 2 3 4 5 6 7 8 9 10 11 12 13 14 1 =· 16 17 18 J<i 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 A 8 C D b 8 10 9 BRADLEY LAKE HYDROELECTRIC PROJECT @TODAY @TODAY E 9 F G H 9 9 9 DIVERSION INTAKE GEOMETRY divarch.wkl COMPUTE WIDTHS AND HEIGHTS FROM CONTROL SECTIONS <FC-131Al SEC DIST NO. <FTJ STATION WIDTH <100 FTJ <FTJ 4-4 5-5 6-6 c w 7-7 --------------0 -----3~99y? ___ 36.2 7.5 22.5 3.'31~ <Dil> 3.'07~ <D13> 27 ~3.72 <D15> 32. 5 ..-'§. 665 23. 7 DWIDTH CROWN DHEIGHT INVERT < /FTl EL UFTl EL <E10> <ElOJ <ElOl <ElOl <E18> <E20> 1096.5 1064 9SF;l:GlO> 1093.~ 1064 a,8~G12> 108~ 1064 <G14> ~ toe7. ;s 1064 <G16> ..J.QR5.25.. /087J5 1064 <G18> .. .uws 3s /o87.1)1o64 <G20> I J 9 10 J • 0 • I 5800 • 08 54 56 11'3. 45 VJ.43 23.7 21 1086.5 ~ SECTION NO. "C" IS WHERE THE CROWN ROOFLINE INTERSECTS EL 1087.35 SECTION NO. "W" IS WHERE THE WALL LINE INTERSECTS A CONSTANT WIDTH OF 23.7 FT SECTION NO. "I" IS WHERE THE INVERT INTERSECTS THE NORMAL GRADE COMPUTE PARTIAL ARCH SECTOR GEOMETRY INPUT INPUT DIST !NV CFTJ EL SEC 4-4 0 1 2 3 4 5 6 7 SEC 5-5 8 9 10 11 12 13 14 15 16 17 18 TO SEC 1064 1064 1064 1064 1064 1064 1064 1064 TO SEC 1064 1064 1064 1064 1064 1064 1064 1064 1064 1064 1064 INPUT PIVOT EL 5-5 1059.25 1059.25 1059.25 1059.25 1059.25 6-6 1064 1064 1064 1064 1064 1064 1064 1064 1064 1064 1064 1064 1064 1064 REQD CROWN EL <D36) <D37> <D38> <D39) <D40> <041> <D42> <D43> <D45) <D46) <D47) <048> <D49) <D50) <D51> <052> <053> <054> <D55> CALC RADIUS <FTJ +D36-C36 +D37-C37 +D38-C38 +D39-C39 +D40-C40 +041-C41 +D42-C42 +D43-C43 +D45-C45 +D46-C46 +D47-C47 +D48-C48 +D49-C49 +D50-C50 +D51-C51 +D52-C52 +D53-C53 +054-C54 +D55-C55 REQD WIDTH CFTJ <F36> <F37> <F38> <F39> <F40> <F41> <F42> <F43> <F45> <F46> <F47> <F48> <F49> <F50> <F51 > <F52> <F53> <F54> <F55> HALF WIDTH CFTJ ARCH ANGLE <DEGJ +F36/2 <H36> +F37/2 <H37> +F38/2 <H38> +F39/2 <H39> +F40/2 <H40> +F41/2 <H41> +F42/2 <H42> +F43/2 <H43> +F45/2 <H45) +F46/2 <H46> +F47/2 <H47> +F48/2 <H48) +F49/2 <H49)- +F50/2 <H50> +F51/2 <H51> +F52/2 <H52> +F53/2 <H53> +F54/2 <H54> +F55/2 <HS5> ARCH RISE CFTJ <!36) <137> <!38> <139> <140> <!41) <142) <143) <145) <146> <147> <148) <149) <!50) <!51> <152> <!53> <154> <155> WALL HAUNCH EL +D36-l36 +D37-137 +D38-138 +D39-I39 +D40-140 +041-141 +D42-l42 +D43-l43 +D45-145 +D46-146 +D47-147 +D48-148 +D49-l49 +D50-l50 +D51-151 +D52-152 +D53-153 +D54-154 +D55-155 K 11 WP 06E EXCAV AREA CFT~2J <K37> <K38> <K39> <K40> <K41> <K42> <K43> <K45> <K46> <K47> <K48) <K49> <K50> <K51> <K52> <K53> <K54) <K55> 2 4 6 7 B 9 10 II 12 13 14 I~ 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION E;. :~OUP CALCULATION NO. OPTIONAL TASK CODE PAGE /0 ( ( ( ( ( \'S DDD b(A-K.J 10 Model:C:OIVARCH.WKS 08-15-!986 10:54: 10 56 57 58 59 oO 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 !07 1()~ A B c D E F b • 19' 20 22 8 1064 1064 1064 10 1064 1064 1064 9 9 9 <056) +056-C56 <F56> <057> +057-C57 <F57> <058> +058-C58 <F58> INF'UT INPUT DIST INV <FTl EL INPUT PIVOT EL SEC 6-6 TO STA 3+66.5 !;:~ .. ~1~1~: .. i!11: ... C$F$15~+066-C66 <F66> <$F$15l +067-(67 <F67> ($F$15l +068-C68 <F68> C$F$15l +D69-C69 <F69> !$F$15l +070-C70 <F70> 23 1064 1064 24 1064 1064 25 1064 1064 26 1064 1064 27 1064 1064 STA 3+ -i,·--- 28 1 064 + 072-£?2' 29 1064 +073-£73 30 1064 +074-£74 31 1064 !+075-E75 ( $i"'$'i7 ) ($F$17l ($F$17l ($F$17l eTA 3+72 TO SEC 7-7 32 1064 +077-E77 !$F$17l 33 1064 1075.5 !$F$19l 34 1064 1075.5 C$F$l9l 35 !064 1075.5 C$F$19J 36 1064 1075.5 C$F$19l 37 1064 1075,5 C$F$19J 38 1064 1075.5 C$F$19) 39 1064 1075.5 ($F$!9l 40 1064 1075.5 ($F$19l 41 1064 1075.5 ($F$19) 42 1064 1075.5 ($F$19l 43 1064 1075.5 ($F$19J 44 1064 1075.5 C$F$19l 45 1064 1075.5 ($F$19J 46 1064 1075.5 ($F$19l 47 1064 1075.5 C$F$19l 48 1064 1075.5 ($F$19l 49 1064 1075.5 ($F$19l 50 1064 1075.5 <SF$19) 51 1064 1075.5 !$F$19J 52 1064 1075.5 ($F$19l 53 1064 1075.5 ($F$19J 54 1064 1075.5 C$F$19l SECTION 7-7 TO STATION 3+43 55 1065.25 1076 C$F$2ll 56 1066.5 1076 ($F$21l FINAL ST <672J <F72> <673> <F73> <674) <F74> <675J <F75> <677) <678) <679l <680> <681 l <G82l <683J (684) (685) <686) (687) (688) <G89) (690) <G91 J <G92l (693) (694) (695) (696) <697l (698) <G99J ($0$!7) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17) ($0$!7) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17) ($0$17} ($0$17) ($0$!7) ($0$17) <6101 l <FlO!> <6102) <FI02> <FlOS> Page: 2 G 9 +F56/2 +F5712 +F58/2 HALF WIDTH CFTl +F66/2 +F67/2 +F6812 +F69/2 +F70/2 H 9 <H56> <H57> <H58> ARCH ANGLE <DE6l <H66> <H67> <H68> <H69> <H70> +F7212 <H72> +F7312 <H73> +F74/2 <H74> +F75/2 <H75> +F7712 <H77> +F7812 <H78> +F79/2 <H79> +F80/2 <H80> +F81/2 <H81> +F8212 <H82> +F83/2 <H83> +F84/2 <H84> +F85/2 <H85> +F86/2 <H86> +F87/2 <H87> +F8812 <H88> +F89/2 <H89> +F90/2 <H90> +F91/2 <H91> +F92/2 <H92> +F93/2 <H93> +F94/2 <H94> +F95/2 <H95> +F96/2 <H96> +F97/2 <H97> +F98/2 <H98> +F99/2 <H99> +F10112 <H101 > +F!0212 <H102> TOTAL EXC 1 9 <156> <157> <I 58> ARCH RISE <FTJ <I66) <167> <168> <169> <170) < I72> <173) <174> <175) <177> <I78> <179> <ISO> <181> <I82> <183> <184> <185> <I86> <187> <I88> <I89> <190> <191 <I92> <I93) <194> <195> <196> <197> <198> <I99) <1101> <Il02> J K 10 +056-156 +057-I57 +058-I58 1 1 <K56> <K57> <K58> WALL HAUNCH EL +066-166 +067-167 +068-168 +069-169 +070-170 EXCAV AREA <FT~2l <K66> <K67) <K68> <K69> <K70> +072-I72 <K72> + 073-173 <K73> +074-174 <K74) +075-I75 <K75> +077-177 <K77> +078-178 <K78> +079-179 <K79> +080-180 <K80> +081-181 <K81> +082-I82 <K82> +083-183 <K83> +084-184 <K84> +085-185 <K85> +086-186 <K86> +087-187 <K87> +088-188 <K88> +089-189 <K89> +090-190 <K90> +091-191 <K91> +D92-I92 <K92> +093-193 <K93> +094-194 <K94> +095-I95 <K95> +096-196 <K96> +097-197 <K97> +098-198 <K98> +099-199 <K99> +DI01-1101<K101> +D102-I102<KI02> <K105> " ..X, ;.;:..:-vt,~cl fr. censra11'i tnpvf:#s. ltJ74· U,4 t c,uc._ht.I-V\s hi vs f l-lf' (,·.yylf'c( dowv.. h:> s~ "'3r71.. -Ftr (he c.....-ovvll\ 107 Lf, 83 lo(c;.ol. {01~.l.l f6/S.Lf o 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 4 I 42 43 44 45 46 • 5010.65 STONE S. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 1 DIVISION Ei-GROUP PAGE..!....!_ 1 t; ~co G-1fHc:-) ( Model :C:OIVARCH.WKS 08-15-1986 10:56:04 Patel 6 -----------------------------------( H58 Fixed 2 decimals @ASIN<F581<2•E58ll•180/@Pl 158 Fixed 2 decimals +E58•<l-@COS<H58•@Pl/180ll ( K58 Fixed l decimals +F58+<J58-B58l+(@P1+E58A2)•H58/360-<F58/2l+(E58-158) F66 Fi_:xed 2 decimals +$0$9+<A66-$B$9l+$E$10 H66 Fixed 2 decimals @ASIN<F66/(2+E66l)+!80/@P1 166 Fixed 2 decimals +E66+(l-@COS<H66+@P1/180ll ( K66 Fixed l decimals +F66+!J66-B66)+(@P1+E66A2l+H66/360-<F66/2l+<E66-l66l F67 Fixed r, decimals +$0$9+(A67-$B$9l+$E$l0 ~ H67 Fixed 2 decimals @AS1N<F671<2+E67ll+I80/@Pl I 167 Fixed 2 decimals +E67+<1-@COS<H67+@P1/180ll K67 F1xed l decimals +F67+<J67-B67l+(@P1+E67A2l+H67/360-(F67/2l•<E67-167l F68 Fixed 2 decimals +$0$9+(A68-$8$9)+$E$10 ( H68 Fixed 2 decimals @ASIN<F68/(2+E68ll+180/@P1 168 Fixed 2 decimals +E68•<1-@COS<H68+@P11180ll K68 Fixed I decimals +F68+(J68-868)+(@Pl+E68A2J+H68/360-<F68/2)+(E68-168l F69 F1xed 2 decimals +$0$9+<A69-$8$9)+$E$10 H69 Fixed 2 decima 1 s @ASIN<F69/(2+E69ll+I80/@Pl 169 Fixed 2 decimals +E69+( I-@C0S(H69+@Pl/180l l K69 Fixed I decimals +F69+(J69-B69l+(@Pl+E69A2>•H69/360-<F69/2l•<E69-l69) F70 Fixed 2 decimals +$0$9+(A70-$8$9l+$E$10 H70 Fixed 2 decimals @AS1N<F701<2•E70ll+180/@Pl ( 170 Fixed 2 decimals +E70•<1-@COS<H70+@Pl/180ll K70 Fixed I decimals +F70+<J70-B70)+(@Pl+E70A2l+H70/360-<F70/2l+(E70-170l ( F72 Fixed 2 decimals +$0$9+<A72-5B$9)+$[$10 H72 Fixed 2 decimals @AS1N<F72/(2+E72ll+180/@Pl 172 Fixed 2 decimals +E72•<1-@C0S<H72+@Pl/180ll ( K72 Fixed 1 decimals +F72+(J72-B72l+(@P1•E72A2l•H72/360-(F72/2l•<E72-172J F73 Fixed 2 decimals +$0$9+<A73-$B$9)•$E$10 H73 Fixed 2 decimals @AS1N<F73/(2+E73ll•180/@P1 173 Fixed 2 decimals +E73•<1-@COS<H73•@Pl/180ll ( K73 Fixed 1 decimals +F73+(J73-B73l+<@P1•E73~2>•H73/360-<F73/2l•<E73-173l F74 Fixed 2 decimals +$0$9+(A74-$8$9)o$E$10 H74 Fixed 2 decimals QAS1N<F74/(2•E74ll•l80/@Pl 174 Fixed 2 decima 1 s +E74•<1-@COS<H74•@P1/180ll K74 Fixed 1 decimals +F74•<J74-B74l+<@Pl•E74~2l•H74/360-(F74/2l•<E74-174l F75 Fixed 2 decimals +$0$9+<A75-$8$9)•$E$10 H75 Fixed 2 decimals @AS1N<F751(2+E75ll•l80/@P1 175 Fixed 2 decimals +E75•<1-@COS<H7S•@Pl/180ll K75 Fixed 1 decimals +F7S•<J75-875l+<@P1•E75~2l+H75/360-<F75/2>•<E75-175) ' H77 Fixed 2 decimals iASIN(F771<2•E77Jl•180/@Pl 177 Fixed 2 decimals +E77•<1-@C0S<H77+@Pl/!80ll K77 Fixed I decimals +F77•(J77-877)+(@Pl•E77A2l•H77/360-(F77/2l•<E77-177l ( H78 Fixed 2 decimals @ASIN<F781<2•E78ll•180/@Pl 178 Fixed 2 decimals +E78•<1-@COS<H78•@P1/180Jl K78 Fixed I decimals +F78•<J78-878)+(@Pl•E78A2J•H78/360-(F78/2l•<E78-178l ( H79 Fixed 2 decimals @AS1N(F791<2•E79ll•t80/@Pl 179 Fixed 2 decimals +E79•<1-@COS<H79•@PI/180ll K79 F1xed I decimals +F79•<J79-879)+(@P1•E79A2l•H79/360-<F79/2l•<E79-179J H80 Fixed 2 decimals @AS1N<F801<2•E80Jl•180/@P1 180 F1xed 2 decimals +E80+(1-@COS<H80•@P1/180ll ( K80 Fixed 1 decimals +F80+(J80-B80)+(@Pl•E80A2l•H80/360-(F80/2l•<E80-180l H81 Fixed 2 decimals @ASIN<F811<2•E81)l+180/@Pl 181 Fixed 2 decimals +E81•<1-@COS<H81o@P1/180ll K81 Fixed 1 decimals +F81•<J81-B81)+(@Pl•E81A2l+H8!/360-<F81/2)o(E81-181l ( H82 Fixed 2 decimals @AS1N<F821<2•E82llol80/~P1 182 Fixed 2 decimals +E82•<1-QCOS<H82•@P1/180ll ( K82 Fixed I decimals +F82•(J82-B82l+<@P1•E82A2l•H82/360-<F82/2)+(E82-182l H83 Fixed 2 decimals @AS1N<F83/(2+E83ll+180/@P1 183 Fixed 2 decimals +E83•<1-iCOS<H83•iPl/180ll ' ·, -··-~ ---·--~~------. . ----·~·------~ "'·-·.---~---------......... ,.... __ ..,... _____ ---·----------------~-·-------------"----·--· ---- 2 :3c 4 5 6 7 B 9 10 II 12 13 14 I 5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 :3c5 36 37 38 39 40 41 42 43 44 45 46 ... 5010 65 J.O. OR W.O. NO. \t;Sbb ( Model:C:01VARCH.WKS STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE ID 08-15-1986 10:56:30 Page: 7 PAGE I "Z-- ------------~----------------------( f\83 Fi><ed I decimals +F83•<J83-B83l+!@P1+E83A2J•H83/360-<F83/2J•<E83-183l H84 Fixed 2 decimals @AS1N<F84/12+E84ll+l80/~P1 ( 184 Fixed 2 deClmals +E84•11-~COSIH84•~Pl/180ll K84 Fi>fed 1 decimals +F84+1J84-B84J+(~PI•E84~2l•H84/360-IF84/2l+<E84-184l H85 F!Xf'd '2 decunals ~ASIN<F85/12•E85ll+I80/@Pl ( 185 F1xed ':! decimals +E85•<1-~COSIH85•@Pl/180ll K85 F1xed 1 decimals +F85•<J85-B85l+(@Pl•E85A2l+H85/360-(F85/2J•<E85-185l H86 FJ xed 2 decim.;ds @AS1N<F8o1<2•E86Jl+I80/@P1 186 Fned 2 dec1mals +E86•<J-@COSIH86•@Pl/180Jl K86 F1xed l d<>cimals +F86+(J86-B86J+(@Pl•E86A2l•H86/360-IF86/2l+IE86-l86J H87 F1xec 2 decimals @ASINIF871<2•E87l1•180/@Pl 187 Fixed 2 decimals +E87•<1-@COSIH87•@Pl/180Jl K87 F1xed 1 decimals +F87•<J87-B87l+I@Pl•E87~2l•H871360-<F87/2J•<E87-187J H86 Flx<?d 2 decimals @AS1NIF88/(2•E88JJ•180/@Pl 188 F1xed -decimals +E88+11-@COS<H88+@P1/l80JJ f K88 F1xed l dt>cimals +F88+1J88-BS8J+(@Pl•E88A2J+H88/360-<F88/2J•<E88-188J H89 Fixed 2 decimals @AS1N<F89/12•E89ll+180/@P1 189 F i x"d 2 decimals +E89+11-@COS(H89+@Pl/180Jl K89 F1xed 1 decimals +F89+(J89-989J+<@PI•E89A2J+H89/360-<F89/2J+IE89-189J H90 Fixlt'd 2 decimals ~ASINIF90/(2•E90JJ•180/@Pl 190 Fixed 2 decimals +E90+<1-~COS<H90*~1/180JJ ( K90 Fixed l decimals +F90+<J90-990J+(@Pl•E90A2J+H90/360-<F90/2J•<E90-190J H91 Fixed 2 decimals ~AS1N(F911<2•E91Jl+l80/@P1 191 F1xed 2 decimals +E91•<1-QCOS<H9l+@Pl/180JJ ( K91 Flx<?d 1 decimals +F91•<J91-B91J+<@Pl+E91~2J+H91/360-<F91/2J•<E91-l9ll H92 Fixed 2 decimals @ASIN<F92/(2+E92JJ+180/@Pl ( 192 Fixed 2 decimals +E92+(1-@COS<H92+@Pl/180JJ ~:92 Fixed 1 decimals +F92•<J92-B92J+(QPI•E92~2J+H92/360-<F92/2J•<E92-l92J H93 Fixed 2 decimals @AS1N<F931<2+E93JJ+l80/@Pl ( 193 Fixed 2 decimals +E93•<1-~COS<H93•~Pl/180JJ K93 Fixed 1 decimals +F93•<J93-B93J+<~Pl•E93~2J•H93/360-(F93/2J•IE93-193l H94 Fixed 2 decimals @AS1N(F94/(2•E94JJ+180/@Pl 194 Fixed 2 decimals +E94•<1-QCOS<H94•~Pl/180JJ ' K94 F:xed I decimals +F94•<J94-B94l+<~PI•E94~2J+H94/360-(F94/2J•<E94-194J H95 Fixed 2 decimals ~ASIN<F95/(2+E9SJJ+l80/~P1 195 Fixed 2 decimals +E95+11-~COS<H95•QPl/l80JJ K95 Fixed 1 decimals +F95o<J95-B95J+(@P1+E9SA2J+H95/360-(F95/2J+(E95-195J H96 Fixed 2 decimals ~AS1N(F96/(2+E96JJ+l80/QP1 196 Fixed 2 decimals +E96•<1-~COS<H96+QP1/180JJ ( K96 Fixed l decima 1 s +F96•1J96-B96l+<~PI•E96~2J•H96/360-<F96/2J+<E96-196J H97 Fixed 2 decimals ~ASIN<F97/(2+E97JJ+l80/@Pl 197 F1xed 2 decimals +E97•<1-@COS<H97•~P1/180JJ ( K97 Fixed 1 decimals +F97+(J97-997J+<QPl+E97A2J+H97/360-(F97/2l+<E97-197J H98 Fixed 2 decimals QAS1N(F98/(2+E98JJ•l80/~Pl 198 Fixed 2 decima 1 s +E98•<1-QCOS<H98+@Pl/180JJ K98 F1xed 1 decimals +F98+(J98-B98J+(@Pl+E98~2J•H98/360-(F98/2J•<E98-l98l H99 F1xed 2 decimals ~AS1N<F991<2•E99JJ+l80/@Pl 199 F1xed 2 decimals +E99+<I-@COS<H99+QP1/180Jl ( K99 Fixed 1 decimals +F99+<J99-899J+(@Pl•E99A2J+H99/360-<F99/2J•<E99-199J FlO! Fixed 2 decimals +$0$19+(Al01-SBS19J+SE$20 Hl01 Fixed 2 decimals ~ASIN<Fl011<2•El01JJ+l80/QPI ( 1101 Fixed 2 decimals +El01+11-@COS<H!Ol•~Pl/180Jl KlOI Fixed 1 decimals +F10l+(J!Ol-Bl01J+(QPI•El01A2J•Hl01/360-(Fl0l/2J+(E!Ol-1101J F!02 Fixed 2 decimals +$0Sl9+<Al02-SBS19J•SES20 ( Hl02 Fixed 2 decimals @AS!N(Fl02/(2+El02JJ+l80/QP1 1102 Fixed 2 decimals +El02•<1-@COS<Hl02+@Pl/180JJ Kl02 Fixed 1 decimals +Fl02•<Jl02-Bl02J+<QPI•El02~2J•Hl02/360-<Fl02/2J+<E102-1102J 1. F!05 Fixed 2 decimals <C9-<Al02/100JJ Kl05 Fixed 1 decimals iSUM<K37 •• K102J/27 ( .. ", . ., -·----~··~ ------·-~--- I 2 3 4 5 6 7 B 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 .... 5010.65 J. 0. OR W.O. NO. )c; ~0D ~od.l :r:rJVARCH.WKS [1 ) Model :C:DIVARCH.WKS ---------- E 1C• F;>:~d Gl FJ,ed 011 F1xed G"~ l ~ F i ;e d [11 3 F1•1<d (, 1 4 Fi [:j :, F :><e.; Glt r J E!S 1 'e.:! Gl F 1 ;.,. t.-·: E:;?(\ F1xed G~.,.. F,ved 03t. F1xed F36 F 1 -:ed H36 F1x"'d l3c· ::1.,-e D3-:-F 1 ··ed F37 F; ·;.cd ~37 F! ~ted 137 F:)(ed F1xed 033 ::ix~d F38 Fjxed H3S Fix;,d I3e, F1x;,d h3·~· F1xed 03° Fixed { F3" F"E>d f-130 Fixed Fixed ( Fixed 040 Fixed F40 Fixed H40 Fixed 140 Fixed K40 F xed 041 Fixed F4l Fixed H41 Ftxec 141 Fixed K4l Fixed [142 F1xed F42 Fixad H42 Fixed 142 Fixed K42 Fixo:c (143 Fu.:ec F43 F1x.;;d H43 Ftxed IO Fixed K43 Fixed ( 045 F i X€ d F45 Fixed H45 F!xE'd t 145 Fixed K45 F1xed 046 F1xed F46 Fixed H46 Fixed 4 4 2 4 ~ L 4 ~ 4 4 4 4 4 'I 2 -, - r, ~ 2 c;> ·~ ,., ~ ,., L 2 2 ,, ,., r, 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 1 ~ "' 2 " L 2 1 2 2 2 STONE & WEBSTER ENGINEERING CORPORATION CALCULATION SHEET c !(l CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE [I q E 10 F 9 Pag~: 3 G 0 H Q 08-15-!986 10:55: !9 Page: 4 -----~-~ decimals l(l9-(ll7l/C89-BJ7J di?L i rna 1 "= tF9-FJI1/<B9-0lll de\:" ima l ~. +$0$9+1Bl!-$8$9l•E!O d€'Clfllctl <Fll-F!3l/IB!l-B13l de,c 1m~ I' +IDI9+18!3-$B$9l•El2 dE>cime:l <FI3-FISJ/1813~BI51 de(ln1al~ +$019•1BIS-$8$91•E14 dt?(Jffi;j}S <Fl:•-F!7l l(8J:•-Bi7\ de( 1n1a 1:. 1[1]7-019) '1817-819) de.:Jn1dl.:: lFl7-FJ9Jil817~8191 decimals l Di 'l-0::?1 J I 1819-821 J dec i rua 1 s <FJ9-F2ll/C819-B2ll declma!s +$F19••A36-$8$9'•$G$10 decim<d s +S019+CA36-$8$9)o$ES10 dec1mal @AS1NIF36/12•E36ll•l80/@PI dec1ma~s +E36•1!-@COSIH36•@Pl/l80JI decnnals +IF$9+1A37-$8$9l•$G$l0 d&c j n12!: +$0$9+1A37-$8$9J•$Eil0 decimals @~SINIF37/12•E37Jl•l80/@Pl decjntdls +E37•1l-@COSIH37•@Pl/180Jl decin,;;ls +F37•CJ37-837l•I@Pl•E37ft2l•H37!360-IF37121•<E37-l dec1mal~ +$F$9+CA38-$8$?)•$G$10 decirr~ais +$0$9+1A38-$8$9l•$E$10 dE>Clrr,als iASINIF38/12•E38Jl•180/@Pl dec mal s +E38•11-@COSIH38•@Pl/l80ll dec inta 1 s +F38•1J38-838J+I@Pl•E38A2l•H38/360-<F38/2l•IE38-!38' dec i ma 1 s. +$F$9+1A39-$8$9l•$G$10 decimals +$Q$9+(A39-$8$9l•$E$l0 dec1mals @AS1NIF39/12•E39Jl•180/@Pl decimals C!-@COSCH39•@Pl/180ll decimals IJ39-839l+I@P1+E39A2l•H39/360-IF39/2l•IE39-I39l decimals +$F$9+1A40-$8$9l•$G$10 decimals +$0$9+1A40-$8$9l•$E$10 decimals @ASINIF40/12•E40ll•180/@PI dec1mals +E40•<1-@COSIH40•@Pl/180ll decimals +F40+1J40-840)+C@Pl•E40A2l•H40/360-IF40/2l•IE40-l40J decimals +$F$9+CA41-$8$9l•$G$!0 decimals +$Q$9+1A4l-$8$9l•$E$10 decimals QASINIF41/12•E4lll•l80/@Pl decimals +E41+11-@COSIH41•@Pl/180ll decimals +F4!+lJ4!-B4!)+(@Pl•E4lA2J•H41/360-IF41/2l+CE41-141) decimals +$F$9+1A42-$8$9)•$G$10 decimals +$0$9+CA42-$8$9l•$E$10 decimals @ASINCF42/(2•E42ll•l80/@Pl decimal~ +E42•<1-@COSCH42•@Pl/180ll decimal~, +F42• U42-B42l +<@PI +E42~2 l +H421360-CF 42/2 l • <£42-142 l decimals +$F$9+1A43-$BS9l•$G$!0 decimals +S0$9+lA43-$8$9l•$E$lO dec1ma's @ASINIF43/C2•E43ll+!80/@P1 decimals +E43+Cl-@COSIH43~@Pl/!80ll decimals +F43•<J43-B43l+C@Pl•E43~2l+H43/360-<F43/2l•CE43-143l decima1~, +$F$ll+CA45-$8$lll•SG$12 decimal +$0$9+<A45-$B$9)+$E$10 dec1mals @AS1NIF45/C2•E45ll•180/@PJ decimals +E45•<1-@COS<H45•@Pl/180ll decimals +F45•<J45-B45l+I@PI•E45~2l•H45/360-(F45/2l•<E45-l45l decimals +$F$ll+IA46-$8$111•$G$l2 dec 11na 1 s +$[l$9+CA46-$8$9l•SE$10 decimals @ASIN<F46/l2•E46ll•l80/@PI ·--~-----~~ .. --.... -. , ....... J(1 PAGE /3 k ! J 2 3 4 5 6 7 B 9 10 II 12 13 14 15 16 17 IB 19 20 21 22 23 24 25 26 27 2B 29 30 31 32 33 34 35 36 37 3B 39 40 41 42 43 44 45 46 • 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION u ?~OUP CALCULATION NO. OPTIONAL TASK CODE ~~~()() {;,(~) to --··-....... ·------·---.,. __ "1'"~·--·--- ( Model:C:DIVARCH.WKS 08-15-1986 10:55:45 Page: 5 --~----~---------------------------( 146 Fixed .., decimals +E46•<1-@COSIH46•@Pl/180ll .. K46 Fixed 1 decimals +F46•1J46-846J+(@Pl•E46A21+H46/360-IF4b/2l•CE46-l46! ( 047 Fixed 2 decJmals +$F$11+CA47-$8$11lo$G$12 F47 F i ~1ed 2 decimals +$0$9+1A47-$8$9)o$E$10 H47 Fixed 2 decimals @ASINCF47/12•E47llo180/@P1 147 F !Xed .., decimals +E47•<1-@COSIH47+@Pl/180ll " 1\47 Fixed 1 decimals +F47+<J47-B471+1@Pl+E47'21+H47/360-IF47/2l•IE47~J47J 048 F1xed " dec1mals +$F$l1+1A48-$8$lll•$G$12 L F48 Fix~d 2 dec1mals +$0$9+1A48-$8$9)+$E$10 H48 Fned 2 decimals @ASINIF48/12+E48ll+I80/@P1 148 F1xed 2 decJIT>als +E48•1!-@COSIH48+@P1/180ll K48 Fixed 1 decimals +F48•<J48-B481+1@P1+E48A21+H48/360-IF48/2l•IE48-I48l ( 049 F JXeJ 2 decimals +$F$1l+CA49-$8$lll+$G$12 F49 Fixed 2 decimals +$0$9+CA49-$8$9l+$E$!0 H49 Fixed 2 decimals @AS1NCF49/12+E49li+180/@P1 ( 149 Fbed 2 decimals +E49•11-@COSIH49+@P1/18011 K49 Fixed 1 decimals +F49+CJ49-849l+I@PI•E49A2l+H49/360-IF49/2l•<E49-149J 050 Fixed 2 decimals +$F$1l+IA50-$8$11l•$G$12 ( F50 Fixed 2 decim<ds +$0$9+<A50-$8$9l•$E$10 H50 Fixed ..., dec1mals @AS1N<F50/(2+E50li+180/@Pl .. 150 Fixed 2 decimals +E50•<I-@COS<H50+@Pl/180ll ' K50 Fixed 1 decimals +F50+CJ50-B50l+(@Pl+E50A2l•HS0/360-<F50/2)•1E50-150l 051 Fixed 2 declmals +$F$ll+<A5!-$8$1ll+$G$l2 ( F5l Fixed 2 decimals +$0$9+CA5l-$8$9)+$ESIO H51 Fixed 2 dec1mals @ASlN<F51/12+E51>l+180/@P1 151 Fixed 2 decimals +ES1•<1-@COS<H51+@P11180ll ( K5l F1xed 1 decimals +F5l•<J51-B5ll+(@P1+ES!A2l+H51/360-(F51/21•<E51-151l 052 Fixed 2 decimals +$F$li+IA52-$8$11l+$G$12 F52 Fixed 2 dec1mals +$0$9+(A52-$B$9)•$E$10 H52 Fixed 2 decimals @ASIN<F52/(2+E52l)+180/@P1 ( 152 Fixed 2 decimals +ES2•<l-@COS<H52+@Pl/180ll K52 Fixed I decimals +F52+<J52-852)+(@Pl•E52A2l•HS2/360-<F52/21+<E52-1521 053 F1xed 2 decimals +$F$11+<A53-$8$l1)•$G$12 F53 Fixed 2 decimals +$0$9+1A53-S8$9)+$E$10 H53 Fixed 2 decimals @AS1NIF53/12+E53l)+180/@P1 ( 153 Fixed 2 decimals +E53+<1-@COS<HS3•@P1/1801l K53 Fixed 1 decimals +F53+1J53-853l+(@Pl•E53A2>•H53/360-IF53/2)+(E53-153l 054 Fixed 2 decimals +$FS11+CA54-$9S111+$G$12 ( F54 Fixed 2 decimals +$0$9+<A54-$8$9l•$E$10 H54 Fixed 2 dec1mals @ASlNCF541<2+E54ll+180/@Pl 154 Fixed 2 decimals +E54+<!-@COS(H54+@Pl/180ll K54 Fixed 1 decimals +F54+(J54-B54l+(@P1+E54A2l+H54/360-IF54/2l+(E54-l541 ( 055 Fixed 2 decimals +$F$ll+<A55-$8$11l•$G$!2 F55 Fixed 2 decimals +$0$9+CA55-$8$9I•$E$10 H55 Fixed 2 decimals @AS1N<F551<2•ES5ll•!80/@P1 155 Fixed 2 decimals +E55+(!-@COS<HS5o@P1/!801l K55 Fixed 1 decimals ·+F55•<J55-B55)+1@Pl•E55A2J+H55/360-<FSS/2l+CE55-155l 056 Fixed 2 decimals +$F$l1+CA56-$8$11l+$G$12 ( F56 Fl xed 2 decimals +$0$9+(A56-$8$9l+$E$10 H56 Fixed 2 decimals @AS1N(F56/12+E56)l+180/@P1 ( 156 Fixed 2 decimals +E56+<1-@COS<H56+@Pl/180ll K56 Fixed 1 decimals +F56+(J56-B56)+<@Pl+E56A2l+HS6/360-<o56/2l•<E56-l56l 057 Fixed 2 decimals +$FS11+<A57-$9$11)•SG$12 F57 Fixed 2 decimals +S0$9+<A57-$8S9l+$E$10 { H57 Fixed 2 decimals @ASIN<F571<2•ES7ll+I80/@Pl 157 Fixed 2 decimals +E57•<1-@COS<H57+@P1/180ll ( K57 Fixed 1 decimals +F57•<J57-B57l+I@Pl+E57A2l•H57/360-<F57/2l•<E57-l57l 058 Fixed 2 dec ima 1 s +$F$11+<A58-S9$11l•SG$12 F58 Fixed 2 decimals +S0S9+<A58-SBS9>•SES10 ( PAGE 1!::f_ . -~---~---·~*--~---------·-" ~ ... ·--·-----~-~-· ..... ,.,. .... ~. ----- - I 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 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. I DIVISION & GROUP I CALCULATION NO. 'OPTIONAL TASK CODE rs rcoo fiA Ai<.) J() D t v f rs /C) t-1 (n f({/C-e (<es ul fs ) DUDLEY J..lD BYDitO!LECTI.IC PltOJECT DIYUSIOII IIITIU GEOI!JftT J.o.uaoo.o8 VP O~C 16-Aug-16 01:28 AM 4iYareb..vkl COKPUTE WIDTHS AND HEIGHTS FROM CONTROL SECTIONS {FC-131A) SEC DIST STATION IIIDTH DIIIDTH CROVN DHElGHT INVERT NO. (FT) (100 FTl (FT) (!FTl EL UFT) EL ===== ::::~:::::::: .:=:===== =;::==.:::= ====== =====: ===n:::::::: ==== 4-4 0.00 3.99 36.20 1096.50 1064.00 -0.3846 -0.3389 5-5 7.50 3.915 33.32 1093.96 1064.00 -0.3846 -0.3389 6-6 22.50 3.875 27.55 1088.87 1064.00 -0.3846 -0.3388 c 27.00 3.72 25.82 1087.35 1064.00 -0.3846 0.0000 II 32.50 3.665 23.70 1087.35 1064.00 0.0000 0.0000 7-7 54.00 3.45 23.70 1087.35 1064.00 -1.3500 -0.4600 I 56.00 3.43 21.00 1086.43 1066.43 SECTION NO. "C" IS WHERE THE CROIIN ROOFLINE INTERSECTS EL 1087.35 SECTION NO. "W" IS WHERE THE VALL LINE INTERSECTS A CONSTANT WIDTH OF 23.7 FT SECTION NO. "I" IS WHERE THE INVERT INTERSECTS THE NORI!AL GRAllE COMPUTE PARTIAL ARCH SECTOR GEOMETRY INPUT INPUT INPUT REQD CALC REQD HALF AJICH AJICH WALL EXCAV DIST INV PIVOT CROIIN RADIUS WIDTH WIDTH ANGLE RISE HAUNCH AREA IFT) EL EL EL (FT) (FT) (FT) lDEG) (FT) EL (FT'2) ====~==== ::::::.===== ==;;::::::== ======= :;:::~= =:--z:;uc:;c: :.:1:~ ==::=:= :==.==-== ===== SEC 4-4 TO SEC 5-5 o.o 1064.00 1059.25 1096.50 37.25 36.20 18.10 29.07 4.69 1091.81 1.0 1064.00 1059.25 1096.16 36.91 35.82 17.91 29.02 4.64 1091.53 752.9 2.0 1064.00 1059.25 1095.82 36.57 35.43 17.72 28.97 4.58 1091.25 736.7 3.0 1064.00 1059.25 1095.48 36.23 35.05 17.52 28.92 4.52 1090.96 720.6 4.0 1064.00 1059.25 1095.14 35.89 34.66 17.33 28.87 4.46 1090.68 704.7 5.0 1064.00 1064.00 1094.81 30.81 34.28 17.14 33.80 5.21 1089.60 718.6 6.0 1064.00 1064.00 1094.47 30.47 33.89 16.95 33.79 5.15 1089.32 702.8 7.0 1064.00 1064.00 1094.13 30.13 33.51 16.75 33.79 5.09 1089.04 687.1 SEC 5-5 TO SEC 6-6 8.0 1064.00 1064.00 1093.79 29.79 33.12 16.56 33.78 5.03 1088.76 671.6 9.0 1064.00 1064.00 1093.45 29.45 32.74 16.37 33.17 4.97 1088.48 656.3 10.0 1064.00 1064.00 1093.11 29.11 32.35 16.18 33.76 4.91 1088.20 641.2 11.0 1064.00 1064.00 1092.77 28.77 31.97 15.98 33.75 4.85 1087.92 626.2 12.0 1064.00 1064.00 1092.43 28.43 31.58 15.79 33.74 4.79 1087.64 611.4 13.0 1064.00 1064.00 1092.09 28.09 31.20 15.60 33.73 4. 73 1087.37 596.8 14.0 1064.00 1064.00 1091.76 27.76 30.82 15.41 33.72 4.67 1087.09 582.4 15.0 1064.00 1064.00 1091.42 27.42 30.43 15.22 33.71 4.61 1086.81 568.1 16.0 1064.00 1064.00 1091.08 21.08 30.05 15.02 33.70 4.55 1086.53 554.1 17.0 1064.00 1064.00 1090.74 26.74 29.66 14.83 33.69 4.49 1086.25 540.1 18.0 1064.00 1064.00 1090.40 26.40 29.28 14.64 33.68 4.43 1085.97 526.4 19.0 1064.00 1064.00 1090.06 26.06 28.89 14.45 33.66 4.37 1085.69 512.9 20.0 1064.00 1064.00 1089.72 25.72 28.51 U.25 33.65 4.31 1085.41 499.5 22.0 1064.00 1064.00 1089.04 25.04 27.74 13.17 33.63 4.19 1084.85 473.3 PAGE IS 4 5 6 7 a 9 10 I I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 . 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J. 0. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE l'S cDD ~(M<.) tO INPUT INPUT INPUT REOD CALC REOD HALF ARCB ARCB VALL EXCAV !liST INV PIVOT CROWN RADIUS WIDTH VIDTH ANGLE RISE HAUNCH AREA (FT) EL EL EL (FT) (FT) (FT) (DIG) (FT) EL (FT"2) ==========a:= :======== ::u=c=== c::==::: =sa:::&: ~# ~-c. ~=~=== •====--== a&a::: SEC 6-6, TO STA 3+72 23.0 t064.00 1064.00 1088.71 24.71 27.35 13.68 33.61 4.13 1084.57 460.4 24.0 1064.00 1064.00 1088.37 24.37 26.97 13.48 33.60 4.07 1084.30 U7.8 25.0 1064.00 1064.00 1088.03 24.03 26.58 13.29 33.59 4.01 1084.02 435.3 26.0 1064.00 1064.00 1087.69 23.69 26.20 13.10 33.57 3.95 1083.74 423.0 27.0 1064.00 1064.00 1087.35 23.35 25.82 12.91 33.56 3.89 1083.46 410.8 STA 3+72 TO STA 3+66.5 28.0 1064.00 1074.64 1087.35 12.71538 25.43 12.72 90.00 12.72 1074.63 397.4 29.0 1064.00 1074.83 1087.35 12.52307 25.05 12.52 90.00 12.52 1074.83 394.3 30.0 1064.00 1075.02 1087.35 12.33076 24.66 12.33 90.00 12.33 1075.02 391.2 31.0 1064.00 1075.21 1087.35 12.13846 24.28 12.14 90.00 12.14 1075.21 387.9 32.0 1064.00 1075.40 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 STA 3+66.5 TO SEC 7-7 33.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 34.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 35.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 36.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 37.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 38.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 39.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 40.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 41.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 42.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 43.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 44.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1C75.50 382.8 45.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 46.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 47.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 48.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 49.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 50.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 51.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 52.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 53.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 54.0 1064.00 1075.5 1087.35 11.85 23.70 11.85 90.00 11.85 1075.50 382.8 SECTION 7-7 TO STATION 3+43 55.0 1065.25 1076 1086.43 11.175 22.35 11.18 90.00 11.18 1075.26 321.7 56.0 1066.50 1076 1086.43 10.5 21.00 10.50 90.00 10.50 1075.93 284.6 FINAL STATIOR • £MD OF IJTliE • 3.4.3 TOTAL EICIVATIOI {CU TDJ • 972.0 I PAGE }0J 2 4 5 6 7 9 9 STONE e. WEBSTER ENGINEERING CORPORATION ... 5010.65 CALCULATION SHEET 1\ !<-et:J/ct_cenr~uf Flure ~ CALCULATION IDENTIFICATION NUMBER ..1 J. 0. OR W.O. NO .. t"S~DO DIVIS~(~~p CALCUL,QION NO. OPTIONAL TASK CODE PAGE 1? Power TvV\ne.( &)(tavGt+!eh £'>ru ~hot'\ drq,wthq I r; 660-t=y -I ~3 A 1'5 In pr~pcHr~/tc.v, Qnd wtll he. cr;,.,.._pfeft!d tt~ p.er-fnts C.lf(.(cvlctftov,. (il<.. j)tJW.€;- i"'~f::.e eKCA vet "he~ wtll be d1P~-er-f,.,i IYI rhtt'f tv'Jnel s~l: ftol1 J w f II b-e tc Yi s rn i1 t ~e( I LIS fr:; a { t-o/tltode{te .s fee I sr 1>. ) 10 Power Tvnne l (of.'lf'rc>( 'Porn ts II 12 13 14 15 16 17 19 19 20 2 I 22 23 29 Ref€r ~ Concrete &Ara_wtr:y J';B00-FCr-J;JA $e_c.. 3-3 ('!; t/.0 f ,;, R ' J:"~ Q I II 3 I ,, t' I' -I ' ·::t .e{d r_ ro f.IJ r'l @ """" to)a t-/..; -~ t--o f--7 r :; Ml"' cc ~>~ ~:: J056.8..,.. Z. X &oz. W tel fA .: /0 '-0 ll "f £' '-C> 11 1-~ '-() It I'MN t' c::.'H\C:: ') .:::-:;se_, OD • Ar-C-h (2..t'S{ = 3'-ot/1-f'-7''+-3'-0'':;: 7 1-7": 7·56 1 S'<ec. 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I I :::r.:: I '"11 1··1 .... f"l"l ::1:·· o:":o :;T" l.t"l 1"'1"1 ::t.:· •:.1:;1 t:'l" Ct::t ;::;:, ···I 1--ol ;::r::l , .. ,., r..r:t ::::u: ::1!::: c::• rr1•:::::• ·:··=· 1"1"1 r ..... ~;;;;~ ·····•· , .... ·:·:· ;::::~ ::1:• .. ....... , ...... c::t :~:~!: 1 .... , l:.;tt;l ··:·:· I r::r·1 ::J:ll· :::•::: I lo : ' '"t:;l ::1:: .. 1::n 1"1'1 ~ " :;:·~~ ~.~·tb . . .,.._ ::::~ " >.1 :;::.~ t>,li ~--~~~.~ -...... ::~:·:~ ~ .... ~ ;::::--,... ··.1 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE i.f3_ \tS~ (;.(~ IV 2 4 5 ( 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 ( ( ( Model :C:ARCH.WKS 08-15-1986 10:43:42 Page: A 8 C D E 6 ' 8 10 9 9 BRAC~EY LAKE HYDROELECTRIC PROJECT @TODAY @TODAY F G H 9 9 9 POWER INTAKE GEOMETRY arch.uk1 2 3 4 COMPUT[ WIQTHS AND HEIGHTS FROM CONTROL SECTIONS b SEC DIST tJO. <FT I 8 q 3-3 10 11 4-4 12 13 5-5 14 15 6-6 16 17 7-7 8-8 STATION WIDTH ()00 FTI <FTl 23 <U 1> 35 <C!3> 47 <CIS'- 59 <CJ7> 69 <CJ9> 38 30 24 20 16 OWIDTH CROWN \/FTl EL 1057.83 <El 0~· 1051 <E12> 1047.5 <E14> <Et6> <E18> COMPUTE PARTIAL ARCH SECTOR GEOMETRY INPUT INPUT DIST !NV <FT> EL INPUT RADIUS <FTl REQO CROWN EL REQD WIDTH <FTl OHEIGHT <1FT I <GIO> HALF WIDTH <FT> 1026 10:26 1026 1026.5 1027 102e .. 5 ARCH ANGLE <DEGl ARCH RISE <FTl J 10 WALL HAUNCH EL K 9 WP 06E ( 18 !9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 ======== ======== ======== ======== ========= ( 49 so 51 52 53 54 55 SEC 3-3 11 12 13 14 IS 16 17 18 19 20 2! 22 23 TO SEC 1026 1026 1026 1026 1026 1026 1026 1026 1026 1026 1026 1026 1026 4-4 SEC 4-4 TO SEC S-5 ; 19 <032> 19 <033> 19 <034> 19 <035> 19 <036>; 19 <037:( 17 <03 17 <O > 17 < 40> 17 ' 41> 171(042> ti <043> 17 <D44) 23 1026 / IS 24 1026 I IS <D46> <D47> <D48> <D49> <DSO> <OS!> <052> <D53> <DS4> <DSS> I / 25 1026 / IS 26 1026 I IS 27 1026 , IS 28 1026/ IS 29 1026.. IS !l J il I / 32-C32 033-C33 +D34-C34 +D35-C35 +D36-C36 +037-C37 +D38-C38 +039-C39 +040-C40 +041-C41 +042-C42 +D43-C43 +D44-C44 +D46-C46 +D47-C47 +D48-C48 +049-C49 +050-C50 +D51-C51 +D52-C52 +DS3-C53 +D54-C54 +055-C55 <F32> <F33> <F34> <F35> <F36> <F37> <F38> <F39> <F40> <F41> <F42> <F43> <F44> <F46> <F47> <F48> <F49> <FSO> <FSI> <FS2> <FS3> <FS4> <F55> AJ/u)f-tNfv1t'S 1TJ '&fY-€_Ctd~he(f trJv.Mbers d./oes he f C h c.. '"5-lf' . +F32/2 <H32> +F33/2 <H33> +F34/2 <H34> +F35/2 <H3S> +F36/2 <H36> +F37/2 <H37> +F38/2 <H38> +F39/2 <H39> +F40/2 <H40> +F41/2 <H41> +F42/2 <H42) +F43/2 <H43> +F44/2 <H44> +F46/2 <H46) +F47/2 <H47> +F48/2 <H48> +F49/2 <H49> +F50/2 <H50> +F51/2 <H51> +F52/2 <H52> +F53/2 <HS3> +FS4/2 <HS4> +F5512 <H55> <132> <133> <134> <135> <136> <137> <138> <139> <140) <141 > <142> <I43) <144; <146> <147) <148> <I49> <ISO> <IS!> <!52> <!53> <!54) <ISS> +D32-I32 +D33-I33 <K33> +D34-134 <K34> +D35-135 <K3S> +D36-136 <K36> +D37-137 <K37> +D38-138 <K38> +039-139 <K39> +040-140 <K40> +D41-l41 <K41> +D42-142 <K42> +043-143 <K43) +D44-l44 <K44> +046-146 +047-147 <K47> +D48-148 <K48> +049-149 <K49> +050-150 <KSO> +DSI-151 <KSI> +D52-I52 <KS2> +053-153 <KS3> +054-154 <KS4> +D55-ISS <KSS> 46 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I z.z 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 e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET &5010.65 ev 0 CALCULATION IDENTIFICATION NUMBER PAGE j .9-J.O. OR W.O. NO. tt)~ DIV~ION. & GROUP G( AK) CALCULATION NO. OPTIONAL TASK CODE D r \U\ Model :C:ARCH.WKS 08-15-!'~86 10:44:31 Paqe: 2 17 A 8 0 E F G H K t ~. 1(1 9 9 Q 9 9 9/ 10 9 Sc 33 102<:. 15 <[!56. +056-CSc <F56"" +FSo/2 <H56 \ ·I~f +OSt-I 56 <K56> '57 39 JO:.?c. l :. ~057• +057-CS" <F57' +F57;2 \HS7> ' 1~ { ~ +057-I57 <K57:· ::.s 3:) l O:.?c· 1 :) (158. +D58-C51'· <F58> +F58/2 <H58' .Yfst.> +DS8-I58 <K58' 59 '. cO BRADLEY LAKE HYDROELECTRl PF:O.IECT "OWER INTAKE GEOMETRY J .(.l5800.0t; WP 06E 61 @TODAY @TODAY arch .. wkl r ' 6':: 63 INPUT INPUT INPUT REQO VARY REQD HALF AR ARCH WAlL EXCAV 64 OIST lNV RADIUS CROl.IN F' I VOT WIDTH WIDTH A GLE RISE HAUNCH AREA 65 lFTl EL <FTl EL EL tp) <FTl OEGl (fT) EL <FT''2l 66 ============= ====.;;;:::::::==-======== ======== ======== =======-======== ======== ====::::==== 67 SEC 5-+061l-I68eL 68 3~1 1026.5 12 <068> +06il-C68 <F68> +F6 12 <H68> <168> 69 36 1026.5 ·~ <069) +069-(69 <F69> ~912 <H69> <169> '"' +069-I69( ••. 70 37 1026.5 12 < 070> +070-C70 <F70) 7012 <H70> <170> +070-170 <K70> 71 38 1026.5 I::' <071> +071-C?l <F71> J:F71/2 <H71> <171> +071-I71 <K71> 72 3"' 1026.5 12 <072> +072-C72 <F72> I +F7212 <H72:> < 172> +072-172 <K72> 73 4('• 1026.5 12 <073> +D73-C73 <F73> I +F7312 <H73> <I73> +073-I73 <K73> 74 41 1026.5 12 <074> +074-C74 <F74> +F74/2 <H74) <I 74> +074-174 <K74' 75 42 1026.5 12 <075> +075-C75 <F75~ . ./ +F7512 <H75> <175> +075-175 <K75> 7t 43 1026.5 12 <076~ +076-(76 <F76 +F7612 <H76) <176> +076-176 <K76> 77 44 1026.5 12 <077" +077-C77 <FTT> +F77/2 <H77> <J77> +077-I77 <K77> 78 45 1026.5 12 <078> +078-C78 <F78> +F78/2 <H78> <I78> +078-I 78 <K78> 79 46 1026.5 12 <079> +079-C79 <9'79> +F79/2 <H79> <I79> +079-I79 <K70> 80 47 1026.5 12 <080> +080-C80 ,/F80> +F80/2 <H80> <I80> +080-180 <K80> ( €>1 SEC 6-I 82 47 1027 10 <082> +D82-C82 <F82> +F82/2 <H82> <182> +082-I82 83 48 1027 10 <083> +083-003 <F83> +F83/2 <H83> <183> +083-183 <K83> 84 49 1027 10 <D84> +084n84 <F84> +F84/2 <H84> <I84> +084-184 <K84> 85 so 1027 10 <085> +085-C85 <F85> +F85/2 (H85> <185> +085-185 <K85> 86 51 1027 10 <086> +08'6-C86 <F86> +F86/2 (H86> <186> +086-186 <K86) 87 52 1027 10 <087> +13'87-C87 <F87> +F87/2 <H87> <187> +087-187 <K87> 88 53 1027 10 (088> >~'088-C88 <F88> +F88/2 <H88> <188> +088-188 <K88> 89 54 1027 10 <089> +089-C89 <F89> +F89/2 <H89) <189> +089-189 <K89) 90 55 1027 10 <090> +090-(90 <F90> +F90/2 <H90> <190> +090-190 <K90> 91 56 1027 10 (091 +D91-C91 <F91> +F91/2 <H9t> <I91) +091-19] <K91 > 92 57 1027 10 <092) +092-C92 <F92> +F92/2 <H92> <192> +092-I92 <K92> 93 58 1027 10 <093) +093-C93 <F93> +F93/2 <H93> <193> +093-I93 <K93> 94 59 1027 10 <094> +D94-C94 <F94> +F94/2 <H94> <194> +094-194 <K94> ( ( 95 SEC 7- 96 59 !027.5 8 <D96> +096-C96 <F96> +F96/2 <H96> <196) +096-196 97 60 ] 027. 15 8,((1?7> +097-C97 <F97> +F97/2 <H97) <197> +097-197 <K97> 98 61 1027.3 8 <098) +D98-C98 <F98> +F98/2 (H98) <198> +098-198 <K98> 99 62 1027.45 /8 <099) +D99-C99 <F9?> +F99/2 <H99> <199) +099-199 (K99) 100 63 1027.6 8 < 01 00> <E100> <F100> +F!00/2 <HIOO> <1100) +0!00-IIOO<KlOO> 101 64 1027.75 8 <0101 > <E101> <FlO!> +F101/2 <HlOD <1101) +D101-1101<K101> 102 65 1027.9 8 <0102> <E102> <F102> +F102/2 <H102> < 1102> +0102-1102<K102> 103 66 1028.05 8 <0103> <E103> <F103> +F103/2 (H103> < 11 03> +0103-Il03<K103> 104 67 1028.2 8 <0104> <El04> <Fl04> +F104/2 <Hl04> <11 04) +0!04-Il04<K104> 105 68 1028.35 / 8 <0105> <E!05> <F105> +FIOS/2 <HlOS> <1105> +0!05-I105<Kl05> 106 69 "7 8 <0106> <E106> <F 06> +Fl06/2 <H106) <1106> +0106-1106<KI06> 107 108 TOTAL EXCAVATION (CU YOl = <KI08> I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION 6 5010.65 J.O. OR W.O. NO. ~00 riodel .:':AR('H.I.II\5 E 10 F 1 'ed G 1 '' F:x~d ( 1 1 E1: F 1 :.:o:-d Cd? F1xed c l .; E:~: ~I <ed (, 14 F 1 · ~J I I: Elt· ;:1 e .J G1o• FI,ed c 17 E1c Fixed G1i". Fixed (]Q 032 Fu.ed ~3::' Fned ~-;r, . ,,)_ Fn.ed 132 Fi>:ed [133 Fi>.ed F33 Fixed H33 Fi,ed 133 Fixed K33 Fixed 034 Fixed F34 F txed ( H34 Fixed 134 Fixed K34 Fixed 035 Fixed F35 Fixed H35 Fixed 135 Fixed K35 Fned 036 Fixed F36 Fixed H36 Fixed 136 Fixed K36 Fixed 037 Fixed F37 Fixed H37 F txed 137 F1xed f<37 F1xed 038 Fixed F3.3 Fixe~ H3f. Fixed I 138 Fixed K,..'o Fixed -'u 039 Fixed I F39 Fixed / H39 Fixed 139 Fixed / ' K39 Fixed/ 040 Fix~ F40 Fi fEod H40 ''xed 140 xed ! i i CALCULATION SHEET -f. v 0 CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE PAGE?_{) [0 08-15-1986 10:45:3° Page: 3 4 decimals 4 deCimals 4 decimals 4 de·: I n.a l s 4 df-c1n1als 4. dtc.. Jn~al s 4 decimals 4 deCJmals 4 decimals 4 decimals 2 decimals 2 dec1mals 2 decimals 2 decimals 2 decimals 2 decimals 2 decimals 2 decimals decimals 2 decimals 2 decimals 2 decimals 2 Mcimal s 1 decimals 2 decimals 2 decimals .c. decimals 2 decimals I decimals 2 decimals 2 decimal 2 decimal ... 2 decim deci 2 dec als 2 de imals 2 d cimals 2 ecimals decimals decimals 2 decimals 2 decimals 2 decimals decimals 2 decimals 2 decimals 2 decimals 2 decimals 1 decimals 2 decimals 2 decimals 2 decimals 2 decimals -89/!00+189.687b <09-0111/(89-8111 <F9-F11l/(89-811l -811/100+189.6876 <011-013) /(811-813) <Fl1-F13ll<811-813l -B13 1 100+169.687c 1013-0151/1813-8151 IF13-F15l/<813-B151 -B15!100+!89.687c <015-01711<815-8!71 <F15-Fl7l/(815-817l -817/100+189.6876 (017-019J/c817-819l <F17-F19l/1817-819J -819/100+189.6876 +$F$9+(A32-$8$9l•$G 10 +$0$9+\A32-$8$9)• $10 @ASIN<F321<2•C32 •180/@Pl +C32•<1-@COS<H3 @Pl/18011 +$F$9+ <A33-$8$ l •$G$1·0 +$0$9+<A33-$8 9l•$E$10 @ASIN<F331<2 C33ll•I80/@P1 +C33•<1-@C <H33•@Pl/180ll +F33•<J33-33J+(@PI•C33~2J•H33/360-<F33/2l•<C33-133l +$F$9+(A -$8$9l•$G$10 +$0$9+( 4-$8$9l•$E$10 @ASIN<~ 4/(2•C34JJ•I80/@Pl +C34• -@COS<H34•@Pl/180ll +F34 <J34-8341+<@PI•C34~2J•H34/360-<F34/2J•<C34-l34l +$F +(A35-$8$9l•$G$10 +$ $9+(A35-$8$91•$E$10 @ SIN<F35/C2•C35ll•I80/@Pl /C35•<1-@COS<H35•@Pl/180ll +F35•<J35-8351+(@Pl•C35~2J•H35/360-<F35/2l•<C35-135l +$F$9+<A36-$8$9)•$G$10 +$0$9+<A36-$8$91•$E$10 @ASIN<F361<2•C36ll•I80/@Pl +C36•<1-@COS<H36•@Pl/180ll +F36•<J36-8361+(@Pl•C36~2J•H36/360-<F36/21•<C36-l36l +$F$9+(A37-$8$91•$G$10 +$0$9+<A37-$8$9l•$E$10 @ASIN<F37/(2•C3711•180/@Pl +C37•<1-@COS<H37•@Pl/180ll +F37•<J37-837J+(@PI•C37~2J•H37/360-<F37/2l•<C37-137J +$F$9+<A38-$8$9l•$G$10 +$0$9+<A38-$8$9l•$E$10 @ASIN<F381<2•C38ll•l80/@Pl +C38•<1-@COS<H38•@Pl/180ll +F38•<J38-838J+<@PI•C38~2l•H38/360-<F38/2J•<C38-138l +$F$9+<A39-$8$9l•$G$10 +$0$9+<A39-$8$9l•$E$10 @ASIN<F391<2•C3911•180/@Pl +C39•<1-@COS<H39•@Pl/180ll +F39•<J39-839l+<@Pl•C39~21•H39/360-<F39/2l•<C39-l39l +$F$9+<A40-$8$9l•$G$10 +$0$9+<A40-$8$91•$E$10 ~SIN<F401<2•CI\011•180/~PI +C40•<l-~COS<H40•~Pl/180ll 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 4! 42 43 44 45 46 .&5010.65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER -ev 0 J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE I I -c; ~oo b Model:C:ARCH.WKS 08-15-!986 10:46:03 Page: 4 h4t' 041 F41 H41 141 1\4] 042 F42 H42 IC 1\4::> 043 F43 H43 143 1\43 [144 F44 1-144 144 K44 04<' F46 H46 146 047 F47 H47 147 K47 048 F48 H48 148 K48 049 F49 H49 149 1<49 050 FSO H50 150 1<50 051 F51 H51 I 51 t<:.l 052 F52 H52 152 K52 053 F53 Fixed decimals F1x~d ~decimals Fix~d 2 declm&1s F1xed 2 decimals Fi~ed 2 decimals ~lxed decimals F1xed 2 decimals F:x~d 2 decimals F1xed 2 de(lmals F1x~d 2 d~clrnols F1xed dec1mals Fi••d 2 dec1mals F1xed 2 dec1mals Fi•~d 2 dec1mals F1xed 2 decimals F1xed 1 dec1mals F1xed 2 decimals Fixed 2 decimals Fixed ~ decimals F1xed 2 decimal5 F1wed decimals F1xed 2 dec1mals F1xed 2 decimals Fixed 2 decimals Fixed 2 decimals F1xed 2 decimals F1xed 2 decimals F1xed 2 decimals Fixed 2 dec1mals Fixed 1 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 1 decimals F1xed 2 decimals Fixed 2 decimals F1xed 2 decimals Fixed 2 decimal Fixed 1 decima s Fixed 2 decirn s F1xed 2 deci als Fixed 2 dec·mals Fixed 2 de irna1s F1xed 1 FJxed 2 ecimals F1xed 2/decima~s Fixed 2 decimdls Fixed //2 deCJmals F1xed , I decimals F i xed / 2 dec i rna l s F1xed ( 2 decimals Fixed / 2 decimals F1x~d 1 2 dec1mals Fixed , I decimals F1xed. 2declmais F1xed 2 decimals Fixed 2 decimals Fi~ed 2 decimals ~· +F40+CJ40-840l+I~Pl+C40.21oH401360-IF40/21•1 +$F$9+CA4l-$8$9l•$G$JO +$0$9+1A41-$BS9lo$E$10 ~ASINCF41/12+C4Jll+J80/@Pl +C41•<1-@COSIH41•~P1/180ll +F4l•IJ4J-B41l+I~P1•C41•2J+H41/360-I I/21+1C41 }411 +$F$q+IA42-$B$9J•$G$10 +$0$9+1A42-$8$9)o$[$10 @ASINIF42/C2+C421J•I80/~Pl +C42•11-@COSIH42+~PI/1801l +F42•1J42-B42l+I~Pl•C42.2l•H4' +$F$9+1A43-$8$9l+$G$10 +$0$9+1A43-$8$9l•$E$10 ~ASINIF43/12•C43ll•180/~P +C43•!l-@COSCH43o@Pl/18Q l +F43+CJ43-843l+C~P1•C4 2l•H43/360-IF43/2J+CC43-143l +$F$9+CA44-SB$9)+$G$l +$0$9+CA44-$8$9J+$[$ 0 @ASINIF44/12+C44ll 80/@Pl +C44•<1-@COSIH44• 1/18011 +F44•<J44-8441+1 l•C44-2l•H44/360-IF44/2l•IC44-144l +$F$ll+CA46-$8$ ll•SG$12 +$0$!1+CA46-$8 111+$[$12 @AS1NCF46/12• 4611•180/~Pl +(46+11-@CO H46•@Pl/1801J +$F$li+IA4 $8SIJJ•SGS12 +$0$ll+IA -$8$1ll•$E$!2 ~AS1NIF4 /12•C47ll•180/~P1 +C47•<1 @COSIH47•@P1/180ll +F47•1)47-847l+I@P1•C47.2loH47/360-IF47/2l•IC47-147J +$F$lp+IA48-$8$11l•$G$12 +$~l+IA48-$8$11l•SE$12 @A NIF48/C2+C48Jl•180/@P1 + 8•11-@COSIH48o@Pl/180ll 48•1J48-B48l+I@P1•C48-2l•H48/360-IF48/21•<C48-l48l SF$1l+CA49-SBSI1lo$G$!2 +$0$li+IA49-SB$lll•$E$12 @AS1NCF49/C2•C4911+180/@P1 +C49•<1-@COS<H49•@P11180JI +F49oiJ49-8491+1@Pl•C49-21oH49/360-CF49/21+1C49-149l +$F$ll+CA50-$8$lll•SG$12 +$0$ll+<AS0-$8$!1J•SES12 @AS1NCF50/12•C50li•180/@Pl +C50•<I-@COS<H50•@P1/1801l +FSO• CJ50-850l + (@P1•C50-21 •HS0/360-<F50/21 • I CSO-ISOJ +$F$1l+<A5l-$8$111•SGSI2 +$0$ll+(A51-$8S!li•SE$12 @AS1N<F51/12•C511l+180/@P1 +C51•<1-@COSIH51•@Pl/180ll +FSI•IJ51-851J+(@P1+C51A2l•H51/360-<F51/2J•(C51-1511 +$F$ll+IA52-$8$lll•$G$12 +$0$ll+<A52-$8$lll•SES12 ~ASINCF521<2•C52li•180/@P1 +C52+CI-@COS<H52•@Pl/l801l +F52+<J52-B52l+(@P1•C52-2>•H52/360-<F52/21•<C52-152l +$F$J1+(A53-$B$lli•$G$12 +$0$li+CA53-$8S11l•SE$12 @AS1NIF53/12+C531l•180/@P1 +C53•<1-@COS<H53+@Pl/18011 PAGE '2...( 65010.65 i \ 2 3 4 J 5 ) 6 7 ) a 9 10 II 12 ) 13 14 15 16 17 ) 18 ) 19 20 21 22 ) 23 l 24 25 26 27 28 29 30 31 32 33 ) 34 35 36 ) 37 36 39 40 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER -etJ 0 CALCULATION NO. OPTIONAL TASK CODE 0 Model:C:ARCH.YKS 08-15-1986 10:46:22 Page: 5 K53 054 F54 H54 I 54 K54 055 F55 H55 155 K55 056 F56 H56 I 56 K56 057 F57 H57 157 K57 058 F58 HSS 158 K58 068 F68 H68 168 K68 069 F69 H69 169 f\69 070 F70 H70 FO K70 071 F71 H7! 171 K71 072 F-:'2 H72 07J F-:'3 H73 173 1-;73 D74 F74 H74 Fixed 1 deci~als Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals F1xed 1 decimals "tixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 1 decimals F1xed 2 decimals F1xed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 1 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 1 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed I decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals F1xed I decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed 2 decimals Fixed I decimals Fixed 2 decimals F1xed 2 decimals Fixed 2 decimals F1xed 2 decimals F1xed 1 decimals Fixed 2 decimal Fixed 2 decima s Fixed 2:decim ls Fixed 2 deci als FJxed I dec mals Ftxed 2 de imals F i> e i ::' d c ima 1 s F1xed 2~ecimals F1:•ed } deCimals Fb~d /1. decimals F i x e d /t 2 dec i ma 1 s Fixed , 2 decimals Fixed ;' 2 decimals Fixed 2 decimals F1xe·j / I decimals FlXed I 2 decimals F•::~~ 2 dec1mals F1~ · 2 decimals +F53•<JS3-B53>+<QPI•CS3~2l•HS3/360-<F53/ +SFS11+(A54-SBSI1l•SGS12 +$0$11+(A54-SBSI1l•SESI2 QASIN<FS41<2•CS4Jlo180/QP1 +C54•<1-@COS<HS4•@Pl/180ll +F54•<J54-B54l+(QP1•CS4~2l•H54/36 +SF$1l+IASS-SBS11l•$GS12 +$0$11+<ASS-$BS11l•$ES12 @ASIN<FSSI<2•CS5ll+180/@P1 +C55•<1-QCOS<H55•@P1/180ll +F55•(J55-BSSl+(@Pl•C55A2l• 5/360-(F55/2l•<C55-155l +$F$11+<A56-SB$11l•SGSI2 +$0Sil+(A56-$B$11J•$E$12 @ASIN<F561<2•C56ll+l80/@ +C56•<t-acos<H56•@PI118 > +F56•<JS6-B56)+(QPI+C5 2>•H56/360-<F56/2l+(C56-156l +SFS11+<AS7-$8$11l•$G 2 +$0$11+<AS7-SBS11l•$ 12 @ASIN<FS7/(2oC57lJ• 80/@Pl +C57•<1-QCOS<H57• 1/180)) +F57+<JS7-B57l+( l+C57~2l•H57/360-<F57/2l•<C57-157l +$F$!l+(A58-$8$ l•SG$12 +SOS11+(A58-$8 lloSE$12 @ASIN<F581<2• 8lJ+180/QPI +C58•<1-@COS 58+@Pl/180ll +F58•(J58-B )+(@P1oC58A2l•H58/360-(F58/2)+(C58-158l +SF$13+(A6 SBS13l•$G$14 +$0$!3+<A -$B$!3l•SE$!4 @AS1N<F6 V<2+C68ll•I80/@P! +C68ol1 COS<H68•@P1/180ll +F68•C 8-868l+(@Pl+C68A2l•H68/360-(F68/2l+CC68-l68l +SF$1 CA69-S8$!3l+$G$!4 +$0$ +(A69-$8$!3l+SES14 @AS <F691<2•C69ll•180/@Pl +C •<1-@COS<H69•@P1/180ll +F 9•<J69-B69l+(@Pl•C69A2l•H69/360-<F6912J•<C69-!69l + F$13+<A70-$8$!3l•$G$14 $0S!3+CA70-$B$13l•SES!4 @ASINCF701<2•C70ll•180/@P1 +C70+(1-@COS<H70•@Pl/I80ll +F70•(J70-B70l+(@Pl+C70A21+H70/360-CF70/2l•IC70-I70l +$FS13+(A71-SB$l3l+$GS14 +$0$13+<A71-$B$13l+$ES14 @ASIN<F71/(2+C71ll+!80/@P1 +C7l+Cl-@COSIH71+@Pl/l80ll +F7l+CJ7!-B7Il+(@P1•C71A2l•H71/360-<F7!/2l•IC7!-171l +$F$13+1A72-$8$!3l+$G$!4 +$0$13+(A72-SBSI3l+$E$l4 @ASIN<F72/12•C72li*I80/@PI +C72•<I-@CQSIH72+@Pl/180Jl +F72+(J72-B72J+C@Pl•C72A2J•H72/360-IF72/::'l•<C72-172J +$F$l3+1A73-SB$!31+$G$14 +$0$!3+<A73-$BS131+$E$14 @ASINIF73/12•C73ll•l80/@Pl +C73•<1-@COSIH73•@PI/180Jl +F73•<J73-873l+(QP1•C73A2J•H73/360-(F73/2l•IC73-I73l +$F$13+1A74-S8$!3lo$G$14 +SOS13+<A74-SBS13l•SES14 @ASIN<F74/12+C74ll•t80/QP1 PAGE 2 'Z,._ 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 IS 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010,65 J.O. OR W.O. NO. ) ) ) ) ) ) ) } ) ) ) ) 1 ~DO Model :C:ARCI-1.ldKS 174 K74 075 F75 H75 175 K75 076 F76 H76 176 K76 077 F77 H77 177 K77 078 F78 H78 178 K78 079 F79 H79 179 K79 080 F80 H80 180 K80 082 F82 H82 182 083 F83 H83 183 Fixed Fixed Fixed Fixed Fixed Fixed FJi xed Fixed Ftxed Fixed Ftxed Fi~ed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed Fixed K83 Fixed 084 Fixed F84 Fixed H84 Fixed 184 F1xed K84 Fixed 085 Fixed F85 Fixed H85 F1 xed 185 F u<ed K85 ~='1xed 086 Ftxed F86 Fixed H86 Fixed ) 186 Fixed K86 F1xed , gg ~Fi:edj H87 ~ .) / STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE PAGE 2.3 () \ \0\~ \j/" 08-15-1986 10:46:44 Page: 6 / 2 decimals 1 decimals 2 decimals 2 decimals 2 decimals 2 decimals 1 decimals 2 decimals 2 decimals 2 decimals 2 decimals I decimals 2 decimals 2 decimals 2 decimals 2 decimals I decimals 2 decimals 2 decimals 2 decimals 2 decimals 1 decimals 2 decimals 2 decimals 2 decimals 2 decimals 1 dectmals 2 decimals 2 decimals 2 decimals 2 decimals I decimals 2 decimals 2 decimals 2 decimals 2 decimals 2 decimals 2 decimals 2 decimals 2 decimals ecimais 2 decimals decimals decimals 2 Jecimais 2 decimals 2 decimals 2 decimals 1 decimals 2 decimals 2 decimals 2 decimals +C74•Cl-~COS<H74•~Pl/180ll +F74• U74-874l+ CQIPI+C74~2l •H74/360-CF77/2l * C74-174 l +$F$13+CA75-$8$13l•$G$14 +$0$13+CA75-$S$13l•$E$14 QIAS1N<F751<2•C75ll•l80/@Pl +C75•<1-0ICOS<H75+01Pl/180ll . +F75+(J75-B75l+(@P1•C75~2l•H75/360-(F)f5/2l•(C75-175l +$F$13+<A76-$8$13l•$G$14 / +$0$13+(A76-$8$13l•$£$14 ~ @ASINCF76/(2oC76ll+180/@P1 +C76•C1-~COSIH76•@P1/180ll +F76•(J76-876)+(@Pl•C76A2J•H76/ 60-(F76/2l•<C76-176l +$F$!3+<A77-$8$13J•$G$14 +$0$13+CA77-$8$13l•$£$14 QIAS1NCF77/C2•C77ll•l80/@P1 +C77•<1-@COSCH77+@Pl/180JJ +F77+CJ77-877l+(@P1•C77~2 +H77/360-<F77/2J•CC77-177l +$F$13+(A78-$8$13l•$G$14 +$0$13+(A78-$8$13l+$£$ @ASIN<F78/C2•C78ll+18 ~QPI +C78+(1-~COSCH78•01Pl 180ll +F78•CJ78-878J+(@Pl C78~2l•H78/360-<F78/2l•(C78-178l +$F$13+<A79-$S$13l $G$14 +$0$13+1A79-$8$1 +$£$14 OIAS1N<F79/(2+C7 l+180/@P1 +C79+(1-QCOSCH +@P1/180ll +F79•1J79-B79 +(@Pl+C79~2l•H79/360-<F79/2l•CC79-l79l +$F$13+<A80-8$13l+$G$14 +$0$13+(A8 $8$13)•$£$14 OIAS1N(F80/ 2•C80ll•180/@P1 +C80+ ( 1-OS<H80•@Pl/180l l +F80•(J -880l+(@PI•C80A2J•H80/360-<F80/2l•IC80-180J +$F$15 A82-$8$15J•$G$16 +$0$1 +(A82-$8$15l+$£$16 @A*l <F821<2•C82ll•I80/@P1 +C8 •<1-@COSCH82+@P1/180ll + $15+(A83-$8$15l•$G$16 O$l5+<A83-$8$15J•$E$16 AS1NCF83/(2•C83ll•180/QIPI +C33•<1-QICOSIH83•@Pl/1801l +F83•<J83-883l+I@PI•C83~2l•H83/360-CF83/2J•<C83-183l +$F$15+<A84-$8$!5J•$G$16 +$0$15+<A84-$8$15J•$£$16 QIAS1N<F84/(2•C84JJ•180/@Pl +C84•<1-0ICOS<H84•01Pl/180ll +F84•(J84-884l+(@Pl•C84~2>•H84/360-IF84t2l•IC84-1St• +$F$!5+1A85-$8$l5l•$G$16 +$0$!5+(A85-$B$!5J•$£$16 @ASINIF851<2•C85l>•I80/01Pl +CB5•11-0ICOSIH85•01P1/1801l +F85H J85-885 l+ (@Pl•C85A2 l •H85/360-<FBS/2' • r C85-185 l +$F$!5+CA86-$8$15J•$G$16 +$0$!5+1A86-$8$15l•$£$16 QIAS1N<F86/C2•C86ll•l80/@Pl +C86•<t-@COS<H86•01P1/180Jl +F86+(J86-886l+(~P1+C86A2J•H86/360-<F86/2J•IC86-l86l +$F$!5+1A87-$8SI5l•$G$16 +$0SI5+<A87-SBSI5l•SE$16 @ASINIF87/C2•C87lJ•I80/@Pl 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010.65 J.O. OR W.O. NO. \~teD STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISIO~ & G~~UP ~LAi<) 1 CALCULATION NO. 'OPTIONAL TASK CODE [0 PAGE?!:/:- uo~ ~ ~~~~~~~~~~~~~~~~-----;-~~~~~~~~=:~::87•<1~:~:::::7•dPl:::::l 7 ~ 187 Fixed K87 Fixed 088 Fixed F88 Fixed H88 Fixed I88 Fixed K88 JFixed 089 Fixed F89 Fixed H89 Fixed 189 Fixed K8<l Fixed 090 Fixed F90 Fixed H90 Fixed ) I90 Fixed K90 Fixed 091 Fixed ) F91 Fixed H91 Fixed I91 Fixed K91 Fixed 092 Fixed F92 Fixed H92 Fixed ) 192 Fixed K92 Fixed 093 Fixed F93 Fixed H93 Fixed 193 Fixed K93 Fixed 094 Fixed F94 Fixed ) H94 Fixed I94 FIXed K94 Fixed ) 0"'6 Fixed F96 Fixed H96 F JXed ) 196 Fixed 0°7 Fixed F97 Fixed H97 Fixed 1"'7 FHed K07 F1xed 098 Fixed F?e. F1x~d ) H98 F1xed 198 F1xed K9(, Fixed 0'l9 Fixed F99 Fixed H99 Fixed I99 Fixed K9o Fixed 0100 Fixed' E100 Fix~ ) F100 Fi >f'i!d I j ) / I J ' •· I decimals +F87•<J87-B87l+ldPl•C87~2l•H87/360-<787/ •<C87-l87l 2 decimals +SFSI5+1A88-SBSI5l•SGSI6 2 decimals +$0SI5+<A88-SBSI5l•SESI6 2 decimals dASIN<F881<2•C88ll•l80/dPl 2 decimals +C88•<1-dC0S<H88•dPl/180ll - I decimals +F88•<J88-B88l+I@Pl•C88~2l•H887360 IF88/2l•<C88-l88l 2 decimals +SFSI5+1A89-SBSI5l•SGSI6 2 decimals +$0SI5+1A89-SBSI5l•SESI6 2 decimals @ASIN<F89/12•C89ll•I80/@Pl 2 decimals +C89•11-@COS<H89•@Pl/180ll I I decimals +F89•1J89-B89l+I@Pl•C89~2l/'9/360-<F89/2l•<C89-l89l 2 decimals +SFSI5+1A90-SBSI5l•SGSI6 2 decimals +$0SI5+<A90-SBSI5l•SESI6 2 decimals @ASINIF901<2•C90ll•l80/@?i 2 decimals +C90•<I-@COS<H90•@Pl/1&tll I decimals +F90•<J90-B90l+I@Pl•C~~2l•H90/360-<F90/2l•<C90-190l 2 decimals +SFSI5+<A91-SBSI5l•S 16 2 decimals +$0SI5+1A91-SBSI5l• $16 2 decimals @ASINIF911<2•C91ll 180/@Pl 2 decimals +C91•<1-@COSIH91• Pl/180ll I decimals +F91•<J91-B91l+ PI•C91~2l•H91/360-<F91/2l•IC91-I91l 2 decimals +SFSI5+1A92-SB,15lo$G$16 2 decimals +$0SI5+1A92-$~$15l•SESI6 2 decimals @ASINIF92/12/C92ll•I80/@Pl 2 decimals +C92•<1-@~0 <H92•@Pl/180ll I decimals +F92•<J92-92l+I@Pl•C92~2l•H92/360-IF92/2l•<C92-l92l 2 decimals +SF$15+1 3-SBSISl•SG$16 2 decimals +$0SI5+yA93-SBSI5l•SESI6 2 decimals @ASIN<Ffi3/12•C93ll•I80/@Pl 2 decimals +C93•vf-@COSIH93o@Pl/180ll I decimals +F~3 J93-B93l+I@Pl•C93~2l•H93/360-<F93/2l•<C93-193l 2 decimals +SF 5+1A94-$8SI5l•SG$16 2 decimals +$ 15+1A94-SBSI5>•SESI6 2 decimals)1SIN<F94/C2•C94l>•I80/@Pl 2 decimals C94•11-@COS<H94o@Pl/180l> I decimals +F94•<J94-B94l+<@Pl•C94~2l•H94/360-IF94/2l•<C94-I94l 2 decimals +SFSI7+1A96-SBSI7lo$G$18 2 decimalo/ +$0~<A96-SB~•SESffi J)/7 £3(7 ~ £{8 2 decima~ @ASiln:F96/12•C9~>•180~l V 2 decim¥s +C96•<1-@COSIH96•@Pl/180ll 2 deci~ls +SFSI7+<A97-SBSI7>•SGS~· 2 dec~~als +SO~<A97-SBS~•SE 2 deQ1mals @ASI~971<2•C97J>•I80 I 2 dvcimals +C97•<1-@COS<H97•@Pl/1801l II " I Jf'ec 1m a 1 s +F97• <J97-897l + (@P I• C97~2l •H97/360-< F97 /2 > • < C97-197 > 2/decimals +$FSI7+CA98-SBSI7lo$G$~ l. decJmals +$0~<A98-$8~•SES '' h '' ~decimals @AS~98/12•C~•I80/ PI /2 dec1mals +C98•<1-@COSIH98o@PI/180ll j I dec i ma 1 s +F98• (J98-898 I+ (@PI • C98~2 > •H98/360-CF98/2 l • < C98-I 03 > , 2 decimals +$FSI7+<A99-$8$~J•SGS18 t 2 decimals +$0SlSl-tA99-SB J•SE$(6') II 1 '-4 2 decimals @ASINTf99/(2oC9 Jl•I80!;PI 2 decimals +C99•<1-@COS<H99o@Pl/180ll I decimals +F99o(J99-899l+I@Pl•C99~2l•H99/360-<F99/2J•<C99-l99l 2 decimals +$FSI7+<AIOO-SBSI7J•SGSI8 2 decimals +0100-CIOO 2 decimals +SO~<AIOO-SB~•SES~ I r I ( 1. ( 2 3 4 5 6 7 B 9 10 I I 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 38 39 40 41 42 43 44 45 46 ... 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER ..(?.t/ 0 J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE Z) / r;, P Db ) ) ) ) ) ) ) ) ) ) • ) ) ) ,) ) ) Model:C:ARCH.~S HIOO Fixed 1100 Fixed K100 Fixed 0101 Fixed EIOI Fixed F101 J Fixed HlOl Fixed 1101 Fixed K101 Fixed 0102 Fixed E102 Fixed FI02 Fixed H102 Fixed I 102 Fixed K!02 Fixed 0103 Fixed E103 Fixed FI03 Fixed H103 Fixed 1103 Fixed K103 Fixed 0104 Fixed EI04 Fixed Fl04 Fixed Hl04 Fixed 1104 Fixed K104 Fixed 0105 Fixed E!OS Fixed F105 Fixed H105 Fixed 1105 Fixed K!OS Fixed 0106 Fixed EI06 Fixed Fl06 Fixed H106 Fixed 1106 Fi><ed Kl06 F1xed f\108 F1xed /,/ / / ./ I 6 A-t<-.} 08-15-1986 10:47:22 Pa9e: 8 / 2 decimals aASlN<Fl00/(2•C100ll•180/aPI 2 decimals +ClOO•<l-~COSCH100•~Pl/180ll I decimals +F100•CJIOO-B100l+(~PI•Cl00~2l•H100/360-(G100/2l•CC100-I1Qe) 2 decimals +$F$17+<AIOI-SBS17l•SGS18 //- 2 decimals +$0$ (Al01-SBSCi)•sE$(p . 2 decimals +010~C101 2 dec1mals +ClOl•<l-@COS<HlOI•~Pl/180>> 2 decimals @ASI Fl011<2•C!Olll•l80/@Pl /. I decimals +FlOI•<JI01-BIOil+(@PI•Cl01A2l•Hl /360-<F101/2J•<C101-110{) 2 decimals +$FS!7+CA102-SB$17l•SG$18 2 decimals +010~C102 2 decimals +SO CA102-SB~•SES~ 2 decimals OIASI F1021<2•C102l>•180/@Pl 2 decimals +CI02•<1-0ICOS<H102•@Pl/180ll 1 decimals +F102•<J102-B102l+<~Pl•C10 2l•H102/360-<F102/2l•<C102-I10lJ 2 decimals +$FS17+<Al03-SBS17l•SG$18 2 decimals +010~Cl03 2 decimals +SO <A103-SBS~•SE 2 decimals OIASl <F103/(2•C103ll• 0/0!Pl 2 decimals +C103•<1-0ICOS<H103•@~/180ll 1 decimals +Fl03•CJ103-Bl03ly.:< I•Cl03~2>•H103/360-<Fl03/2l•<C103-l!O)) 2 decimals +$FS17+<Al04-$9Sl7 •SG$18 2 decimals +OIO~C104 2 decimals +$0 <A104-$B~•SES(t;) 2 decimals @ASI <F!041<2•a104)>•180/0IP1 2 decimals +C104•<1-@COS/Hl04•01PI/180ll 1 decimals +F104•<J104-:-~104l+COIP1•C104~2l•H104/360-<F104/2l+tC!04-1104) 2 decimals +$FS17+(A!Oj)-SBS17l+$G$18 2 dec1mals +0105-ClO~' 2 decimals +$0~<~105-SB~•SE~ 2 decimals ~ASI~Fyo51<2•C105ll+1801@Pl 2 decimals +CI05•Y1-0ICOS<H105•01Pl/180ll ~ 1 decimals +F!O~J!05-B105l+C@Pl+Cl05~2l•HI05/360-<F!05/2l•<C105-Il0s-J 2 dec1mals +SF$ +<Al06-$8$17l•SGS18 2 decimals +01 6-C106 2 decimals +$~$!~<Al06-SB~l•SE$~ 2 decimals Oi~SI~F106/(2+Cl~ll+l80/0IPI 2 decimals IC106•<1-@COSCH106•01Pl/!80ll dec i rna 1 ~ j+Fl06• ( 1106-8106) + (~Pl•C 106A2J •H106/360-<F 106/2 l + ( C 106-11 o6) decimals~ @SUM<K32 .• KI0o)/27 I /1 2 4 5 6 7 6 9 10 r 1 12 13 14 15 16 17 16 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 &5010.65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GR~UP CALCULATION NO. OPTIONAL TASK CODE PAGE..2:.E /S8DO G(A-ICJ 10 ,. HYOROELECTRIC~OJECT ,ji BRADLEY LAKE J • 0. 1 580~.108 arch.uk1 13-Nov-86 06:34 PM WP 06E/" POWE~ INTAKE GEOMETRY // PAGE I COMPU]E WIDTHS AND HEIGHTS FROM CONTROL SECTIONS <FC-151Al SEC DIST STATION WIDTH DWIDTH CROWN DHEIGHT ISE DINVERT NO. <FTJ <100 FTl <FTl UFTJ EL UFTJ <FTJ (!Fl) ;:::;:::::::::=::: ======== ======== ======== ==;:::===== ======== ======== 3-3 1!-00 189.5772 38.00 1056.83 -0.6667 7.58 o.oooo 4-4 23.00 189.4572 30.00 1050.78 -0.5000 7.03 o.oooo 5-5 35.00 189.3372 24.00 1047.29 1026.00 -0.3333 6.19 o.0417 6-6 47.00 189.2172 20.00 1045.00 1026.50 -0.3333 5.58 0.0417 7-7 59.00 189.0972 16.00 1027.00 -0.3000 e.oo 0.2000 8-8 69.00 188.9972 13.00 1029.00 COMPUTE PARTIAL ARCH SECTOR GEOMETRY INPUT INPUT REQD REQD MAX PUT BETA VARY WALL EXCAV DIST !NV CROWN WIDTH RAO!U~AO!US ANGLE PIVOT HEIGHT AREA <FT l EL EL tFTl IFTl <FTl IOEGl EL IFTl <FTA2) ===== ======= ========= ======== ===== == =======: ======== ======== ======== ========= SEC 3-3 TO SEC 4-4 1!.0 1026.00 . 1056.83 27.60 43.50 1029.23 23.25 12.0 1026.00 1056.33 27.60 42.56 1028.73 22.75 1041.3 13.0 1026.00 1055.82 27.60 41.62 1028.22 22.24 1001.9 14.0 1026.00 1055.32 27.60 40.71 1027.72 21.74 963.4 15.0 1026.00 1054.81 27.60 39.80 1027.21 21.23 925.7 16.0 1026.00 1054.31 27.60 38.90 1026.71 20.73 888.8 17.0 1026.00 1053.81 27.60 ROUND 2 38.02 1026.21 20.23 852.8 17.0 1026.00 1053.81 34.00 22.85 22.85 48.07 1030.96 20.23 18·0 1026.00 1053.30 33.33 22. II 22.85 46.84 1030.45 19.72 829.7 19.0 1026.00 1052.8 32.67 21.39 22.85 45.63 1029.95 19.22 794.1 20.0 1026.00 1052· 9 32.00 20.68 22.85 44.44 1029.44 18.71 759.5 21.0 !026.00 105 79 31 .33 19.98 22.85 43.29 1028.94 18.21 725.7 n.o 1026.00 10 .28 30.67 19.30 22.85 42.15 1028.43 17.70 692.9 23.0 1026.00 1 0.78 30.00 18.63 22.85 41.03 1027.93 !7.20 660.8 SEC 4-4 TO SEC 5 23.0 1026.00 1050.78 30.00 19.52 19.52 50.21 1031.26 17.75 24.0 1026.00 1050.49 29.50 18.99 19.52 49.08 1030.97 17.46 657.2 25.0 1026.0 1050.20 29.00 18.47 !9.52 47.97 1030.68 17 .t 7 635.8 26.0 1026. 0 1049.91 28.50 17.96 19.52 46.89 1030.39 16.88 614.8 27.0 102 .oo 1049.62 28.00 17.46 19.52 45.82 1030.10 16.59 594.3 28.0 1026.00 1049.33 27 .so 16.96 19-S~ 44.78 1029.81 16.30 574.? 29.0 1026.00 1049.04 27 .. 00 16.48 19.52 43.76 1029.52 16.00 554.5 30.0 1026.00 1048.74 26.50 16.00 !9.52 42.75 1029.22 1=·· 71 535.2 31.0 1026.00 1048.45 .oo 15.53 19.52 4!. 76 1028.93 15.42 516.3 32:0 1026.00 1048.16 50 15.08 19.52 40.78 1028.64 15.13 497.1:\ ~·0 1026.00 1047.87 25.00 14.63 19.52 39.82 1028.35 )4.84 479.7 .o 1026.00 1047.58 24.50 14.19 19.52 38.87 1028.06 . 14.55 462.0 35.0 1026.00 1047.29 24.00 13.76 19.52 37.93 1027.77 14.26 444.6 2 3 4 5 6 7 B 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 41 42 43 44 45 46 .5010.65 J.O. OR W.O. NO. t5BOO STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ft GRO)UP CALCULATION NO. OPTIONAL TASK CODE PAGE'ZJ &(Afc 10 VcHD· r<-eu POWER INTAKE GEOMETRY 7 / PAGE 2 ' INPUT INPUT REQO REQO INPUT ., MIN BETA VARY WALL XCAV DIST lNV; CROWN WIDTH RADIUS RADIUS ANGLE PIVOT HEIGHT AREA <FTl EL EL <FT> <FTJ <FTJ <OEGl EL <FTl (FTA2) ====~:;;==== ======== ======== ======== ======== ==:::::===== ===== ======-=~ SEC 5-5 'I'@ SEC 6-6 35.0 1026.00 1047.29 24.00 14.73 14.73 1032.56 15.10 36.0 1026.04 1047 ,JO 23-67 14.41 14.73 10~ 14.91 454.2 37.0 1026.08 1046.91 33 14.09 14.73 10 . 18 14.72 442.1 38.0 1026.13 1046.72 .oo 13.78 14.73 Vil'31 . 99 14.53 430.3 39.0 1026.17 1046.53 22.67 13.47 14.73 1031.80 14.34 4!8.7 40.0 1026.21 1046.34 22.33 13.17 14.73 1031.61 14.15 407.2 41.0 1026.25 1046.15 22.00 12.87 14.73 1031.42 13.95 396.0 42.0 1026.29 1045.95 21.67 12.57 14.73 1031.22 13.76 385.0 43.0 1026.33 1045.76 21.33 12.29 14.73 1031.03 13.57 374.2 44.0 1026.38 1045.57 21.00 12.00 14.73 1030.84 13.38 363.5 45.0 1026.42 1045.38 20.67 11.72 14. I 030.65 13.19 353.1 46.0 1026.46 1045.19 20.33 11.44 14 3 1030.46 13.00 342.8 47.0 026.50 1045.00 20.00 11. 17 .73 1030.27 12.81 332.7 SEC 6-6 TO SEC 7-7 47.0 1026.50 1045.00 20.00 11.75 1!. 75 58.33 1033.25 12.92 48.0 1026.54 1044.88 19.67 II. I!. 75 56.81 1033.13 12.80 327.9 49.0 1026.58 1044.75 19.33 11 6 11.75 55.36 1033.00 12.67 318.7 50.0 1026.63 1044.63 !9.00 .88 1!. 75 53.95 !032.88 12.55 309.7 51.0 1026.67 1044.50 18.67 10.60 1!. 75 52.59 1032.75 12.42 301.0 52.0 1026.71 1044.38 1&.33 10.32 I!. 75 51-27 1032.63 12.30 292.4 53.0 1026.75 1044.25 18.0 10.05 1!. 75 49.99 1032.50 12. 17 284.0 54.0 1026.79 1044.13 17 7 9.78 11.75 48.74 1032.38 12.05 275.7 ss.o 1026.83 1044.00 .33 9.52 11.75 47.53 1032.25 11.92 267.7 56.0 1026.88 1043.88 / 17.00 9.26 11.75 46.34 1032.13 11.80 259.7 57.0 1026.92 1043.75/ 16.67 9.01 I!. 75 45.17 1032.00 !1.67 251.9 58.0 1026·96 1043.63 16.33 8.77 11.75 44.03 1031.88 11 .55 244.3 59.0 1027.00 1043 0 16.00 8.52 11.75 42.91 1031.75 11.42 236.8 SEC 7-7 TO SEC 8-8 59.0 10;::7.00 43.50 16 .oo 8.oo 8.oo 90.00 1035.50 8.50 60.0 10:27.20 043.35 J5.70 7.85 a.oo 78.89 1035.35 8.35 219.2 61. 0 I 027. 40 1043.20 15.40 7.71 8.oo 74.26 1035.20 8.20 209.2 62-0 1027.¢ 1043.05 15.10 7.56 s.oo 70.69 1035.05 8.05 200.5 63.0 1027,.130 1042.90 14.80 7.42 8.oo 67.67 1034.90 7.90 192.5 64.0 1o~.oo 1042.75 14.50 7.29 e.oo 64.99 1034.75 7.75 185.0 65.0 28.20 1042.60 14.20 7.15 8.oo 62.56 1034.60 7.60 177.8 66.0 028.40 !042.45 13.90 7.02 8.oo 60.31 1034.4:. 7.45 170.9 67. 1028.60 1042.30 13-60 6·89 e.oo 58.21 1034.30 7.30 164.3 6 .o IOZE-.80 1042.15 13.30 6-76 e.oo 56.23 1034.15 7.15 157.9 69.0 102"'.0(1 1042.00 13.00 6.64 e.oo 54.34 1034.00 7.oo 151.7 TOTAL EXCAVATION (Cll 't'Ol = 985.3 \_ CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION &5010.61 PREPARER /DATE D. ;1//. { !2..E0 Gt._--r<_ 17 ;5' SUB.JECT / TITLE OA CATEGORY I CODE CLASS cl./tSIOtJ cJF RISE trJPUT5 FOI2-H/-UtvCI-/ CONC -......~~fbRl ~ ;,,s-t.B ==-f,?o Ff ) ~~o > ( t) : f. B Bur /<.3 $rwutd h-e IYJea..sur.ed 11oriVI.td -t-v f/1-e ~rc 4 as@ t<1 5olvhe-~ {<C<.t~ ht<vv,cl1. ef.evC(.fr~ ky (.7o F-f. 5£L 3-'3 A r<= t.?o I R= 7.SB -I, 70= ~f,5 AI<-= 0·4G, I {<.._:: 7-D~-I, 70 .: ~} 3 (] {<._= 0,4 b I /<-:-C:. ' I ~. -/, 7 0 .: Jj.__ L( ~ - ~1<-:-o,f..!~ r<-:: ;-. s-e-J, 1° ;-_3,e8 _ {<.y:: 2..5fco5~o.%,.:=2.~..9 ~R..= Z/B9-{2·Slr1)= 1/3, f< ~ e.oo -t:39 =-c;,," I r; ~ =: Q 0 F-~r-CA.. '5~Mf t' I YC 1-e_ 'f<-..;: S C( WI e_ . . pvovtt<..P -fla.rlnv-erf fOr~~( s~A ' tt; c f :"' 1-' V"Vl. PvotJ /P r1 - ~o(vh~- s ~ f ,; '-IO Z '. 0 -F-o r 5-e c to -fc, ~ S ~ c 7-7 fY> sp r~~d ~ t-te~f. ' t-v nne ( s~ frc111 Y1j hQ s c~ V? j-e q /'Je».J l» P, IN T (! 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"!Z: ;..:..;:..; t: ~Q '~· : ..: :' .·. r:r • .. ·J ... ··..; "! f•"'• f:ik : .•. \.,.·;./\/ n:!:-.: ; ~ -;_:: ======== ======== ======== ========= -~ :: : ~ . ~ i I ~l.j ..... -. :;: :: t:, ""ii 00 . ;,,'I _: i:..: .-. i£ ~ L~ ··:-:- :..;: J """,;~ .... _; ~ ~-ti: _, : .•. :-.. -. :~i ~C.·~ Q :::_ '.,; ,.; ~ .-.,-.-. iV..:.: ;V.i. ~ ;": "!"'! .i= ~ \'-.J;..l I 'J,..: :: : ,•, ~ .; .i. .i... ~ ., ... ·--i ., -··:: .;._:_!. ':' ,;_:..';:-' PA8E -:t7C QA CATEGORY I CODE CLASS 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 31 32 33 34 3 36 37 38 39 40 41 42 43 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION f.. GROUP CALCULATION NO. OPTIONAL TASK CODE 1 5 n--()0 G(A-K) lO 'P)'I·1 /:,( Arcfr-. Gt~-:;n,ffry ' I IIJ Vt:.RT c;_ L (I) t<:J<---'t-1---' .... GtLieM tnfo- f, {)J,c((1., = w 2. Inver+ t:.l = I 3, &ow10 E.L = C. 4. Ptvot CL= P fi= c-p /Ve(_d. T-o CP. (c vfq .f..~ - I· R CJ.d 5 = R --- '2. _It Pel~-~~: 3. _Jn v'l~ £JiV4-TioJ.r~_= /-f = C -11 '1. f.6rc!JJffSe.f_ = M 5. _L~~-l~!J:!J.-n.,.__.:::_L : H-L . . _EJrc..Q..vctHOh lfr;/tJ.Nte = A To CoMpv fe na._vrJC~ f,n ef€ vqf-~,~-S€ f C.n~rd: W ./ fAe 11 w:-zr<. <5,;.., !17 L1 !ef P: r~~ VV .:-2R s ,y, ;3 ~= $In fo ~:Sf;,~~(~) iVJ =-f<. ( 1-05 !d) ;: Arch f<_ty<_ ( Erv4.ho~ {f/o~ Soui/'C.e tf(, ) Ll = 2. {J .: '71 .( 7 ° 2 3 4 5 6 7 8 9 12 14 15 16 17 18 STONE e WEBSTER ENGINEERING "CORPO~ATION CALCULATION SHEET .... 5()1().65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE tS DD 0 Power tulAne ( 6-)(ta v~t,t~t" ~':Y u.t ~?--f-ro. 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DISTRIBUTION* I I COPY I I COPY GROUP I NAME f. LOCATION SENT GROUP I NAME f. LOCATION I SENT I I < v1 I I (V) RECORDS MGT. I B ootc !<.t-(. 'l &-: (;)f<{ G-I I FILES (OR FIRE I I I FILE IF NONE) I I I I steer Lo.ro,~ef ~ I I I FfRE F 1 L£ v I I eoo A $ tr-e~ f-I I I I I I C-£0 T E C..J-{ I D. C r -e;ry t' r //ftc I ~ I I I I I I I I I I I I I I I I I I 2 3 4 !5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 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; GR~~p CALCULATION NO. OPTIONAL TASK CODE I s-8 00 fir-( .4/'( J 2 7. PAGE_2_ '- TABLE OF CGN{~NTS OBJ'EC..T(VE f"\t:;TH-bD Cf.2._f rEt<.. rA It-NO .IK s UMPT J o N.S SOURCES OF DitTA C(f)rJ C L..U$(010$ RO~ L,DA-05 ff\ INTA-KC:. 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WIJ'J 7.-0h€ O..f'O(JY)d f17e f./ nl/i(-err unti WtJyru ') S· /iarTn.1 v4..!C-< /CJa.ds sJ.-,oufq t;e bo._c..u:;/ ~ Th-e Mas 5 o,f dr-v roc(S. c.q u i v C{ { -e_ '1 f-fo 11-f I rn < h < ~ J.(i (J F ..Pi 1-lct I ro c.Ji;. I 0 a.(}{ (Yilt. Dy l'lq ,., ( c.. uJo.. f--ey-toads ctre nrJf cons r6/.eretl hecct l/S e,. oF ntX..rrv>~ cro.._c_f'._ op.ertvre. C<nc{ r-.ervrrf.tii!J~II'Its {tJr groutr:y olvrtny (cM.c;frvch~#'l. er-o_.,-e._ {oa__o(-; .forcoyt<;,frvc.h.o',.. fl~ fftrr; ly~ o'tY'ctclt ave eSfrn'l&~~t~cl, as 'CJO p->F v-evf-,C..IA_.I avd 30CJ p':.F horrz..ol'lf-o../ e)(f--cV~c;( fVlj fo o_ ol-efYfh of-3. o F!-be (()-t,..j y-o.d~. STONE f.. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE 4 5010 64 CFRONTl CLIENTS. PROJECT APA /Br-~\e.y Lo..ke. t\y&-oe.\e.c:.trie,; fro\ect CALCULATION TITLE (Indicative of the Objective): rlr\o-1. StD.bili+y Ovv,..\ysis : 6'1a.&~ey Lo..k-Mo..i.t\ Da..YY\ CA LCU LAT ION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE /5&00.7.2.-G-(b) _z<f *APPROVALS-SIGNATURE S.DATE REV. NO. INDEPENDENT OR NEW PAGE 1 OF 'g/ QA CATEGORY(-/) 0 I-NUCLEAR SAFETY RELATED on: om ~ ~ciro. OTHER OPTIONAL WORK PACKAGE NO. SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (>I) PREPARER (S)/DATE (S) REVIEWER(S)/DATE (S) REV I EWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO -'m-~~ !Y\.~y fl)/fl 0 / tq/3 r~ ~/3CJf~ra ....,. A ~ff!uer-.J -~ ,, ./7 . .A ._I ~/3o/Sb ~(3o/~" ;=; c he_ (J p c 1/J, ;;~~ OOTED D ~ ~ 1 9 1986 L~m:a! P~ ~lh-e.L :/-3 b ~~ P; 1;-~ o.P hc.k Jfl\!-s~r ,../~ -:0. Tl tJ(~ l 0 / -.l. -'· - S{:J.I ~~Ji ~ DISTRIBUTION* I I COPY I I COPY GROUP I NAME f.. LOCATION ~ SENT GROUP I NAME S. LOCATION I SENT I (V) I I (v') RECORDS MGT. Ftre... F& L/'1*) I ._/ I I FILES (OR Fl RE I I FILE IF NONE) R y, 'Z-6-(Ak') (~161) ../ I G-Utk) -LeD I v I I r;. CD) (;.j : ~ I I I I I I I I I I I I I I I I I l I I 2 3 4 ~ 6 7 8 9 10 I I 12 13 14 15 16 17 18 19 20 2 I 22 23 24 2!5 26 Z7 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 CALCULATION SHEET &5010 65 CALCULATION IDENTIFICATION NUMBER I J.O. OR W.O. NO. \'5 ~CC-1 1.. DIVISION Ci GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_2 ! (:,(0) J.'-1 - l ,~\E?. ~:£ c 'lO -\-ent~ fnep.b'f ~ec.k bv ~ I. S Ut'flmc...£'1 ~ IRH "3 '!l.. m().+~rc...\ f>foper+res MrrY TR~ y ill. Ew \-h'1uu."'ce. ~e.c..oc~~ ~ltzt TRH JO rr. "':::>~ '""\-\ (... \....~ \ "~ 11tlr~ T"H \2 Co"&.ltfol\S -a:. \-e.o.~c:.. A~\'\~ :s.-initio.! TR'H ~~ IY -crlticnl ~o..+\0" MG-V zl 3ZJ:. ... ~o.,.(mc.o.. Anv.\·~f~\s IRH /t\t:rY 3'1 :mi.. '5 fe.c:...lc....\ St\,.)c\ re.s Lf7 A. £~c:\-of. o~~-trec.,..M TRH-M.G-Y 41 l3~"' "~ Sta...btlrt~ 6. Sc:..~rc, .. :\~6 ~~ ~of\~ ~"' 11 &-'( "/C, LP..yer "" c. ~ec:,..'f\ (:,~ 0 Ac:.c..e.\c.~""-~ ,IRH 1'16-i' 5l eli 0.3755 0. 9~\<. bl\10 r-\-c..c.(..\~o..h"lln IRH 1'\&Y 5':> ~ o:ss~ E. Plc....nc..r S /.~ . ..,, '5\Jr~c..eJ M&Y TRrt 65 r-. F C\ c..e.. .0 e.hrr me.... +n·n f1G-T' TR-11 5C, G. See.pt...ce, e. \-ht-..) ~~ ! TR« M&-Y 6o l .Eh\bo.:Y\ ~t I I ; li, E~-\-of. (;l'r\bo..t'\~~"t! TRH M&Y ~:l_ . Hei~ I. 0'\e.-.< 1<-o c...-~ Ect ~\-\ ~2. :;TITI.. (<-=.:)u\ts ..... ~ 0\d TRH /16-V ~'1-f>g GeoYI\ef-ry M&-Y TRH 6'1-70 TRH Mts-Y '11-Tl MCrY TR~V 7~ IR!-1 Mrr go-ff Re.1. \ ~ Revise o..U cl."csp\a.ce\'W\ev\--\s /t\6-Y FTK p'tO-%) 5J-54,~ 57; 102 ' from. sARJI.A sin.ce.-pro~'('O.W\ ~ves '73,7</t 77 honi!O\to.l) l'\.ot total re'S.I.\:TCU\f ~tsp\aceMel\ts. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 ~ 43 44 45 46 45010 65 J.O. OR W.O. NO. /5'600.72.; STONE !?. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP G(l>) CALCULATION NO. OPTIONAL TASK CODE ::z.lf PAGE2l81 65010.65 J.O. OR W.O. NO. /!5''500.7~ 2 JI. 3 4 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 · 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION ff GROUP CALCULATION NO. OPTIONAL TASK CODE G-(b) }J.f LJ. I" I PAGE_L 2 3. 4 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 . 34 35 36 37 38 39 40 41 42 43 44 45 46 .A.5010.65 J.O. OR W.O. NO. 15'l00.72 .35 50 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE G{D) 2.4 PAGE~8/ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &5010 6S J.O. OR W.O. NO. 15f00.7;:L STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE &(~ 2// r PAGE_f ( au a:> a lBO 160 140 120 Kz 100 80 60 40 20 I ~Dense sand and sandy gravel .L (Scuthem California) ~------.... --..... , ... ... ... , '"" ' ' ' ' ', .LO...o send and gravel (Washington) -----r-........ -.., .... , ' r-Sand, gravel and ' . .L ecbtlles with little day ' t-_ _ _ _ _ccaracas) ' ' ---~--.... _ -.,.. .... , .... .... ..... !' -~ Loensa sand, ~ Dr=-go•t. (Fig.S) . . 15'800:7:2 .. -G-(~-:2.-CJ-p~ 7 I B I I v G a 1000 K2 (0"~} 2 psf I - . .. ' ' \ \ \ ' \ \ \ \ \ \ "' \ ', \ ', \ ' , . ' \ ' ' ' ' \ ' ' " ' ·' ~, ' ' ' ' ' ' ~ ' '· ' ~,' ' ' ' ' ' .... .... ' " .... ' .... ..... ..... ... . ... ,........ ... ... ·-. .... 0 10-4 ro-t ~ Shear Strain -percent Ag.l6 MOOUU DETERMINATIONS FOR GRAVELLY SOILS. --..- ......... .. -~---......... ·------· -·--·--·-""" ... , ... ~ ... _. --~ .-...•• _..,.,._ ... -M· -· -~ ....... 28 --· ~;~.- A Weissman and Hart (1961) a ., " 24t-- • Hardin (1965) "; a e Drnevich. Hall and Richart (1966) , ·~-------.~ EJ Matsushita. Kishi do ond Kyo(l967) · /" o Silver ond Seed (1969) · / .A. Donovan (1969) " . 'E 20 -v Hardin ond Drnevich (1970) -· " o . , 1 cu v Ki shida and Tokano (1970) / , " e / " cu " n " ,. I 16 / ... .I 0 / / /" - / . " / " 0 0:: 0 ~ ·" ·[ I 21 I I .! A / -I 0-_>~'---------1 e 0 0 81 I 1--" 4 ~9 w,..c: 'f & ... ~~" -u I I • ... v ~~-.am-- 10-2 10-1 Shear Strain-percent· .i Fig.IO DAMPING RATIOS FOR SANDS . ~ ~ ~ ~ l1\ O<l 8 ~ I (,\) 9 ~ I ~ -o i co ~ cs:> 2 3 4 5 & 7 8 9 10 II 12 13 14 15 1& 17 18 19 20 21 22 23 24 25 2& 27 28 29 30 31 32 34 35 3& 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 2../t PAGE_1}6/ 158'00. 7:2- 1.) G-(J)) Leps) 7hof11A'S!1.) Re~~~eu..\ i ~~ stret\~~ of Rcc.kRI\; Jou.:rMl of'~ .:So\1 Me.ci~A.r\\c.s ~ Fo~o~ Div. ASCE Vel. q(p 1 tJo. SM 4 1 Jv..\y, lrlO. See&.)f\.B . ..., .I..M.I!risa) So\l Mo&.oJi ~ ~~t~ Fo..c..tors· for Dy~c ~o~ Gl..Mlys\s ;. ~r-t No. £ER~ 70-/0 1 £E"RC1 Berkeley 1 CA ) IQ1o. .3.) .'See.&,.~f+-13. etQ.\ 1 '.Se\sMic Des~~ of Co~rete.. F~ ~i\\ Do..m.; it\ Ln«.r-e.fe.-Fo.ced... ~c:::k.f•l\ .... ~-~~«\"'-, Cof\strcA.Chol\. o.Nl fenar~ 1 eA. by J.S. Ceo~,_, J, L. She.T'o.rd...) A.SCE'""J !O(:<,lj'Z5 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 45010 65 J.O. OR W.O. NO. 15KOO.TZ m. STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEJ.Q G-(D) -:u+ ·- 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .... 5010 65 - - - - J.O. OR W.O. NO. \ s ?:. ()('J . '1 "2.. CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE f,(O) "2'1 PAGE JJ.}rJj 0\J(<A \-,""" C..\"lo..eu.c...~t~\,~ 0~ \4~\"~\-c....\ ~pen~-+ 0~ '!:>\{01)~ mo+,-(j'('\ £ ~. RE.c.or6~. -Oo'or'f) rdriSS, fl. N% 0\J \\ ~ ~"' c:S Se.\.srn rc. Soc.r't..~ ~r; Am<U"" leu. "'" ( <:..c:....\\~C. roc;..\<) Ac.c..~\v-o...-\\0(\ \1'\ <J..cc.;~. ~ Ev..r~~uc....~e. ,-"' We~~f'\ U..-~ Sc.hou..'o~t-\ t Se~<:l .... ( \J s~6 o.. "!:. foe...\<.) \JS<oS r(()~sstu<'\~\ ?\J.fe.f" \ \\'-\ Hoc...~~r~ ~ ~si-t...'o\Qh;'YI) Ec...('\-h~\)~\.t..c. Gro\Jf\cl mo-h'"'trrl:>-We.. I~ Hc..1 e..s ..... L(c...\kd rod<.) 'S~+e.. Oe.e~~+ Sfe.t..~o. hr< 6c.v~9v"'-K~-Res.~+c..-1'1+ Oe.st:;n S <:.c..d. 1 U<JCA.':. ( L/ Smer R ~fur*' i\.\ o . t;_ E P. c_ 1 '1-I ). 1 11 /1 I.{ r 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION f:, GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEl/ . ( /58'00. 72-G{D) ;zCf N. 2 3 4 s 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &5010 65 J.O. OR W.O. NO. 15BC{"). cJ.. STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION €i GROUP (..,CO) CALCULATION NO. OPTIONAL TASK CODE ~(0)-~1..1 r PAGE~M &501065 J.O. OR W.O. NO. /5~oa. 12- CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION fl. GROUP CALCULATION NO. OPTIONAL TASK CODE (:,(o) ;;.y /, PAGEj_L' ~ f 2 \!. L Qr, '""' A-1\c~\'-1<;.\~ 3 \ 4 6 ~f<::A..<C.,..ff' ~ ~~~-mX\~ ~e. 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OPTIONAL TASK CODE PAGEl 3/ 24- 2 3 4 5 6 7 10 A II B 12 c 13 D 14 E 15 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 I> 3.0 V1l w (.!5 1.0 lAsiV\.~ ~ ~~~~) F ~ c(\\C ~ o(~l\ :::. 0 a-A..== 73. ~== 4i 0 ~~+4fo6 ~~' X~135r~1 J.q91 :Z..3<44 J. ~~5 _3. tf-11 /.qq,c, \ \ \. \ .2.r.S .3'+5 .2l5 .q.r" -·- 2 3 4 5 6 7 8 9 .65010.65 J.O. OR W.O. NO. )._ F .a s .. r. -;.s- , I 12 13 14 I~ 16 17 18 19 20 2 I 22 23 24 2~ 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 46 /. '5' J.() 0 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ci GROUP GCO CALCULATION NO. OPTIONAL TASK CODE PAGE l.J./_8/ /, /l ~ ·'i c<,, ':-'5 /./97· 'J.'-t O(v I ~ o fo<t-t ~ ~o o<c...rtr 3.'-17/ .G2- - 2 3 4 6 7 13 14 I 5 16 17 18 19 20 21 22 23 24 2~ 26 27 28 29 30 3 I 32 33 34 3~ 36 37 38 39 40 41 42 43 44 45 46 45010.65 J.O. OR W.O. NO. 2 .s 0 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ci GROUP CALCULATION NO. OPTIONAL TASK CODE QiH:.,:) /.55~ /./ ~ 3 . I .. z. :2'1 0< H ': . "1 <::::.< 1-t -:. • Co . 7o1 PAGE_?-. ! 2 4 5 7 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. I DIVI~(~) GROUP CALCULATION NO. OPTIONAL TASK CODE ISK00.7:L 24 ~~~~~~~ -·-nF~o(\t~~~~~. ;,. Jtsor~ 't'¥f~~, tPI-=JWfCf <l(.r' --<'ll = 73 } PAGE~1BI 8 ~~~--~~--,---,---~~~--~~,----.--------------------------_, 9 Sto..tte F.S. o<tt/ F'.S. o<H/t.S. <0("'/f.S. o<.~tc. 10 A II .B 12 c 13 J) 14 E 15 F 16 .l«l* 17 18 19 20 21 22 23 24 25 26 27 3.0 l..'!! 28 F' l.?q't .3/.. 870 -~ J.l;u) . .245 2. 110 ~~ \.Dl q .4/ . no . 1 . 3 os /. 70&; .'~ -~ .i/ . 942 .15;)./D.Z. .l'i 0 3.30~ .#1. t79 .ij.~to .<ffij1.0\'+ .455 1.773 .3/;,.r47 .i/.1./ 00 .236 2.2SZ .31 I. 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION u GROUP (., { 0) Y=o X-=o 'X , y /'1-:Jo /o/50 I :2o5~....5 /009.33 /fco~.33 CALCULATION NO. OPTIONAL TASK CODE :l'i X "'l:l\ ~'l\ -3'50.5 -3o3. '5 -~o~.s y:: \ \~5.b-'j X = X -?:75 y ({ -?..'54. t.; 'ji..jl. \3 -?.54.1-f '3<0~. ':5 I -~Go.9 r q38.(7 -l-1/3 .. 73 'S"l :I.-'11 -Y/3.73 :,sa.ol PAGE}' ) I 2 3 4 5 6 7 8 9 10 II 12 13 14 I!> 16 17 18 19 20 ' 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 3~ 36 37 38 39 40 41 42 43 44 45 46 .A5010.65 J.O. OR W.O. NO. 'R<..L... €"" c.. STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION f.. GROUP ~ c...\ rc...\e. C.. X Y=o X-=-o y ~ \:2()'1.-'j y:_ -: )( -'3 c:a 5 ( PAGE::J..ijl STONE C. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE .t. 5010 64 !FRONT\ CLIENT S. PROJECT AU+SK A P6r)JF.f2-AUT 1ft; !2-t rY CALCULATION TITLE (Indicative of the Objective): PENSTOC/C-M4NI!=OLD {ff!<.UST !5LOCfr:::. £fVlB£0 M£Ar( I-£Nbf{1 4NO 5TAB!Lt T'( ANI+-t-Y5/S CA LCU LAT ION I DENT I FIC~TION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION 6. GROUP CALC. NO. TASK CODE tseco GCA-!c) ~9 08 *APPROVALS-SIGNATURE 6. DATE REV. NO. PREP A RER (S)/DATE (S) REVIEWER(S)/DATE (S) INDEPENDENT OR NEW REV I EWER(S)/DATE(S) CALC NO. PAGE 1 OF 'dq, -t- c.t.tf~t ~'H1'..?~fl pC{C~'!I QA CATEGORY(-./) ..; 0 I-NUCLEAR SAFETY RELATED OII om ,~& H 1{1;/<.6 OTHER OPTIONAL WORK PACKAGE NO. 26C SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (V) OR REV. NO. YES NO FT. /2-IC HIYlDS P. /VJ. C fZ.C(:J{s,Cf<. /JEW N/A. v' 1'-::~ ;Jfvlr::;;; 3/ts-(e" '"l./~ 't; D. M. 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OPTIONAL TASK CODE G .;zcr t..:> A A~\1ze .si,.Q.~ s~abi \,'fy o~ re.s1sti,.;~ bloc.ts assuO"\f>hon ~t-J ~ ~rurr fOrce is<l ett'-~~lly 10 bo% r~1sTinj bloc.~ CD 1 ®. (Sec 'it ~~.) ~ .. ~ ::. t.to43" ( em«J enc:y J j2 i="~+-3 = ~o:;;li.SI:::. ~it'rer PAGE.J.S As:s~me ~+ blcd:4 C'ad. ·.~ 1\ one. or~< o~r { 'f(.,c. "Ba.se Area. ( ol«k. CD) App. Area.., J.9s'x + 'i (x Sln;;w)(xco~~~·) = 'J .'15 x. + o. 17 x.:L Are<::~... {"Rest~ S ltc.O,J ) .. J./oo ( P1 l..j(.. Dd. Cr.~.) He1jh+ H Le~<..t'4 Ei..("~o-u) ~ X a;,s ~\0 -:t. rnx 2 3 4 6 7 9 9 10 II 12 13 14 15 16 17 19 19 zo 2 I 22 23 24 25 26 27 29 29 30 31 32 33 34 35 36 37 39 39 40 41 42 43 44 45 46 .1.5010.65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. 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NO. lSFlOO STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER lN= IA.e (f. o 1 I~ block Jt.o\~ lJ;9 /~+ ::: ,eo k ;:--z.. .:r 0 1 (p ; ( ..980 f() = (p 3 7 k; p S d Li r' I ~J S !'t ch l"'tJ PAGE 2.5"' If Cll(o-w&Llo le.. b~V'<d $ fr-e-s'S ::= (00 f:,t;\ ( poor c t~aVIIJ J -f, = 10 o p'1i x. 144 )( (111 Kf/) :::-221 e ~;;.. F =-Fr -ft -f .. ;;.: 3ooo-'2.'2.../S-037::: 14c;k. w ht.&"' t"'\t-er.r;,e.c.:fs-f{1e p~~ VtOUSe.__, r nc..x·-ect~ b l()c (< .f.o +v !I h~ "";; ~ of cvf-( ';2-7 1 to corts-lr-vc:r,.,vy) W::: !:j 5. 0 I X 6 9 =:: /.,f0()5 lc £r; -f-ct.,-1 ~~~~ :c 37-0 s +-t t! ivt+--~vsec.-fs powevll'!'v<;.<_ <l..ll\d.. l~ ex~rf\Sr·v-e foy cont<V'< r~.· Vc. = 5'1->< ~0!;!4 x(""55-~) ~-z-7 == ll4L.f yc/3 -fov e~L"'cvf-. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 • 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER ,., J.O. OR W.O. NO. DIVISION €1 GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE.....st:. l c; 80() G(Ak..] 2.9 £H-EAR-f<EY ALTEENA-TI U£ -=l=n "·e~ t:Jf ID();Id.t~1 up n~ V)OY'Mctl F~r(€.. bY.: WletiMS 0 f (YJC!c CLVIGhc>VS "V' l 0 V\ C V-tt-e. W ~ t(j Ita t J TY~.e., po ~ S tic t II ?-Y D f d€-€fo-e n i Y"IJ fl.-c fhv--v~t btoc..{'::. kr-tt 'SIAeAv-t<~y L~ ev~{vtJ..t-~o(. Ch.ec.-f<-IV\~ l<ey dowll\ f-o E.L.. ~.0 ......,..~..---~-(0. 5 2. slj 1~. .~, -r;,· I( II' '\"'-,__' /· 8, 0 ()~IJ ~1<-~f ct..l(~c.tlale. ~ft1~v-(rv'l.tA..'-1/o-e_ b(C{-;,fda:-...tc.J€'J) f ' I • f 3 ~ Jl.J.O wr~ x-"2.. c; x '2..0 k~ F ~ 16() ktf S Ass IJM'j betc,t.. fr,c. n~ oV\ 1y ( c_:; 100 p~;) ~ .f1 = I L.( )( I I >< I (oO x . 14 4 -"3 t; 4 B c<.:-I!~ =-/, S L 4. c "1..~00 fl e.j I ec. +- ,'-loi :I a. i tvYc<.. 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OPTIONAL TASK CODE PAGE_2 :29- IJNPfl"-.C'!)t?PV NQ WF;l>GE AL.TE/2.NA,.IVE; A M€t:tV\ s for inc..ret« s ;W'lj tv.e eff.e c..A·1 ve sh-ect.V"' 1~'1 ctV'ea.. 1 ~ tC> Movf.. n.,.~ \h~v~t-bl~>ctc uwl-er.qv-ouV'd so Thctt Th€ Thrl.l?'t' f"r.ltrces a.ve alo~ov-lo.e~ a.rou V\td. Th-e ent~ ,:>e v-'1 m-e t-ev-. Th 1 ~ cr-ea.teC) c;. MU t n MOre. u V\t fDV"M s tTt ~ s cfJ_e; frdo 1,) ho II\ -fbv--lo:ld_ TvctV1S Fer to roc.f'::.. a..V'(')... Tn€v.e Fore. The r.e irdtwce~e~.ct-~~ Tftt.#. Thru $tv-,;,1 MA.y b-e. de'S itJ V'l-ed I;.._ CA. MOre UV1 \forM C... V\cf 'Syf.A.M-e 'hil.C. p;ttfe V'lll. Ma-,r"''t-eV\c::tVI.t.e O<nd strtt;S' t:-rttc kiJ 1~ ccnstd.-ert:tlo 'y ol.-ecr~a":;.~c/.. f>r-ov ( d Inc, c.t_ w -e.._d~ "S~fo.e -h:> n .e. t'Yt t U t;f' b bt Is., a I (cnv~ _ th-e. d.fv-elop'lv\Pvd· ~+ J'k,rMtt! f'or-t.e S ""' P.../(, w-f'd.~ e fCt te!J. /111\.~ » n \\.~ 7111~--·~-· -- P-oet<: , _ ____,Ct:J v e v 18 r:::._ -~~ 19 1 T 20 2 I 22 23 24 2~ 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ----~ Th·e v--~ a.r-e sev.e~( Qch.l a.. II\. i-ll~ e' f-D ~ 1 ~ : • a.. S~a.v-p ~ y l~ nut p r~ s~111. t ana ~~ .~ ~ ft:t lot -e . • (h-e 'flheaf"'tl17. ~Y!..t... dl"vt~ rt.e ':;;;uyhce 1'$ d-ec..rea~ei:l fO ~~ cotJ<pon.P//1.{; S-s. • a... nor/VIa( -f(Jrce /S fran'S/*11 ff-.ect fi> t1i-e rocr<::.) S11 • a.. snea.rtV.t; Te£1S~/I?~J! dve. 1-c S;, d~velo/)S • CC>V\Cr--e.f--e d~W'1,t;f'yi~fUtY\ ot w~d_qe,. 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I DIVI(;N (A~\ I CALC~~ION N0.1 0PTIONAL TASK coDE ' PAGE ~ Nofe_ n,~ cloe.s-_ ('10+-Colt\S(C{-ev-Lue ijttt o-fYtrCI:.. t~CJd C.Y-.ecK co""c.r..e. f-e. v~{vM..e... clt F+er~Mh;~- V t--= 1r ( r<,_~-R1"") )(_ L 2.. "1. ) ~ '3 v (!.. -::-rr c 10 -r; )c s. ~ -:--1.. 7 o;; 7 s ""{ S VV\u.lt c!tFF~~~"'-h~f > but r-vtk. ~ t.~ppo~rt c_o"h V'n"'-Y !~C.Y"~C~s,..e, CoNe 1 '>S tCN$ I. 1)-e c; lj ~ ft, p v-e c.~ e.d for v rtde t/d ycJ vvd w ~dp , " 2. l)SQ.-c:; { ~0 f~ I Ct nd -f = Dr Cos t..A It\-€ e1 ua.il ~ ~= c.-· A +--f. St\ _> 4.0 5s .fo v--F1 ·IN<_ I sl1.d 1 ';) -;, -k.to ; I 1 T-~ ct na l y ~ e ') ()I dh "'" f Mtt l-t-1'4 ~ ~'eHt 3. M,~,.,., v M.. ~1-z...... of tnrut,t biQt.k.":> ( evnev-3e"'c'1 mns(~IJ\r'); "P.eV'I~fcck. (J. ptq c .-s) 12.'( lo,S t{c,,O lOr 0 Lf. JV\(nt(Y)VM Sef-bQC~ frofv\ pow~fhou~ .:=: '3 S -ft. 5'. Thru~f -fovc.~ .for c (o~ or-e h-ead =-5 S; 5 f<,p CS (f'orM~\) (.. Th rv~ f-foyce_ -fi,y peV's rocks ::;; 'D ttt.t I< 'f s. (~otM.tt\) --.L..-- c ALCJ.J /:.,A'T ION · IS '2 6()-G-(,4-r+::.-)-2 9 A-TrfiC-,4--;/'.:-tJT 1 ---------·-·---------------.. -J)·_l'-op·-£ INTEROFFICE CORRESPONDENCE ~~------------~----~~~~~~---------~ I LOCATION SUBJECT I REFERENCE I J.O. NO. TO: B Sherman/L Duncan ! ... ,.. ~-------------------------~~~~-N'~'L~~Tunnel and Penstock l LOCATION Revised Thrust Loads ~}J(' FROM: R Du 1 in 15800.08 Wpk 06F Wpk 26C MESSAGE:- cc: · 0 Bishop 0 Critikos 17 0 Hron 0 Potter 0 Finnimore ... Per Jay.Hron 1 s IOC Dated 9/~/86. the normal transient pressure has : REDUCED·from 715 psi to 637 psi. The following loads have been reduced: Fl = 58·35 kips F2+F3 = 3044 kips F4 = 2882 kips F5 = F6 = 8805 kips F7 = F~ = 3076 kips Resultant = 5879 kips Resultant = l:J,lO kips 6.5 foot BEND The change only effects forces by normal transient pressure. The emergency and extreme _emergency forces remain the same. R Dulin "t"O Ext.38 SIGNATURE TELEPHONE Tke. se Vil hcc. s u ~d 1 i1 -h i1a/ <;;taL) i I ,·ft; cu1q f y s e s Fo~--H1 r-v s-f b I o c(~::s -r ( ct ( CV (ex_ h 0 fit 5 I r:; 86()-0 (.Jfk) ·-2 9 I S t ()0 -& { ltk-) -5 & 1 5 SeD-b-( A-1<) ·-5' I PI e. Ct. >-e._ cu.l v 1 S-e ft74 ~? tc yo-6(_. , ~ .· . r~'lL &wrJAi~ 71?-' . SIONA'ruRE ()~ TELEPHONE / ( .~ ... .,.., . ·""' ... ,. ... ,. ,... .. ------------~----------t-w<<I"TOO<i.... u· .... li~ .. rlr ,.ce:o~t ~ ... o.utr r:z., .. ,,... I ,, ... ~ • ···~ 1, .... ~· -------t~H~--;c;:rr m.'~----;;r~--------+~ I ~ ~-·--------------'l-·-rw l I!O(>Vo.l.. TYA.o-l:!>otojr I'Ut.Wft.~uiT -------P,;••l"!>"" 't r r ~ ~ ~ r 1t. e ~ • : or f ;;: ~ l! ~ • : . ~I --+--+--+-+-+--+-~ J :, '"I" I : . _ _ ~ ~ -....._. .:0 ~~! :0 j 1 (; .,TUL. LJHU' :" :. . ~ ~ 1-I I I ! 1~.:00 otfl!tH ... L oe.~ m;cytc, I'Hrt.[!i.a.!,. I'C2"9i r!:Uwn r:.•'•sr,.. . t:• • .,,..,._,.. ~·~JNI If,• ••=-~~---------f ,...,.IQ&.o ,... IC. • .,,=-,.. I 'l~«4.~' ;. I ""u.:o .. w i 'j I ) ~·~···•< \ •. , ·,~, 41.n' I . PLAN 1! PRO~ILE.@ srE.E.L LINE.~ ~e ~ .. ..,.· / w;~~-~· H ~11Z.~.71 ~-~ »7UI. "" ' j ~ Pt-.AN -,i PE;H"';::lfOG~-MAHIFOLD ~ ... or-• -~~ _ .. "~ --~~~VL. f!>#I.T\'Wt I"'U"t-1 .... 111"' ... .::::.. -tfCIAI1 IN: .. M«lll't,..-I($OuaK ~· I. 'nl"'• 4&.1..~-· 4 U. UJQ1 rt &lltW~.Y"' 1.!:111~····" i;=- I /{ "_!f • .-1'· Fh ~E-QUE.NTIAL DE.VC.l.OPN Hf OF ~fcE.L LINC..R ~0 . ,._, .. I F7 • .... i ._,.. c:::s~ ~C.Ctt\P'-1 • •• I ,.., rur I •;;;;;I 4oC.A L.& •• ' .. ., ,.. / FB/,. ~ f?e..rvlf-#o,..,-· Sccf,DN' 1-1 .. ..,:..,NO!' I -~ ~A•t'•U ..-··--·----- I ~'-'"'r I ~ ... H.H r"O~ t ocro{rHIUJ • ••YJ -.J.---.. .... --~ .. .:.'" HOt'e-:!1' \ -~~ --UI1'U:"" I'Ofl D~Jrr ""'fA AH() COlt.~ ~T!Ofi .. . , ......... . '· .,u-UN.~ -~Lf'(ooo~ ~ ~,.....,....., ~ 'P e& c:>oe~O ~ ... -....trlT !P ... .-!rlC4 rwtn.~ 4_.,NI!:1'l"t: POWt.e f'(:N~fo~(' · ~TE£L LJNEP= AND pEJi~fO<::~ . ,.u.H • .. • II . -• iii • f • • II I ! -/.'' ..........--~: • ). 10/7/82 DISTANCE {Feet) 0.0 s.o 5.0 7.5 8.8 11.4 14.0 14.0 19.0 22.0 23.5 24.4 25.0 29.8 34.1 37.4 38.0 42.2 44.4 48.0 sw~c CAL-C u!-A-r toN It; ~DO-(;.(.4-k)-z_~ ftTTM l-I,M cAr· :Z.. TABLE VI p .. I" r I Powerhouse Transect STRIKE DIP APERTURE PERSISTENCE (Desrees) (Degrees) '(Inches) (Feet) Toe/Bottom . N8 4 °\'l 83°N Open face 4. 0/C N87°W 82°S Open face 3. C/C N15°E 90° sheared argillite N45°E 75°5 0.005-2.0 4. J/J N70°E 89°N 0. 5·-1. 5 3' C/C N84°E 84°N Open face 6' J/C Nl5°E 75°E 2 .. shear zone N15°E 75°E 0.0015-0.5 15' · 0/C N15°E 75°E 0.0015-0.5 15' 0/C N77°E 73°E 0 .1· 5' C/0 .N-S 55°E Open face 3' J/0 N82°E 80°S 0.1 10' ·CjJ N5°E 47°E Open_ face 6 I J/C N75°E 74°N 0.3-0.75 6 I 0/0 N74~E 80°N 1.0-61 0/0 N1°E 60°E Open face 4' 0/0 N77°E 80°5 Open face 5' 0/C N62°E 50°N 3 I· 0/C N30°W' 63°S Open face 6' J/0 N37°E 34 °\·l Open face a• 0/C ~~~ O=Open, C=Covered, J=Joint, D=Dies • • • • ~) J I -48-~ENGINEERS 2 3 4 5 6 1 8 9 10 II 12 ::: 13 14 15 16 17 18 19 20 2 I 22 23 24 25 2& 27 28 29 30 31 32 33 34 35 36 31 38 39 40 41 42 •!•' ..:.,. ~~. 43 44 45 46 £5010.65 SLJJ:fe CM.cuL..ATioA.J \56:o -G{A~) -~9 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET Noted F. f. RICHARDS MAR31'87 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION 6 GROUP CALCULATION NO. 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Ni't' EH [J:C[SS Of CONTRACT REQUIREMENTS nAY BE OISAl DE'TR1110HAL TO T~ I.IJRM. DISPOSAL OF MTERIN... DESIGN4T£D DISPOSAL AREAS SUBJECT TO OJSCR COHSTRVCTION !WoWiER. · 12. ALL DIMENSIONS AR[ OUT-TQ-OUT OF fcu.oATION LINES. II'EFERENC[ DRAIIIHGS , . ....,. FY-G7~ f't'-161A FY-1618 FY-1610 F't'-161£ f't'-1701\ fY-lnA f't'-1728 FY•Int NOJECT UORK L Q.EAI:ING Lin I YS DESCRI 'lIONS ACC£55 1040 D LINE STA 0+00 TO 2•67 POolER 1\.HIEL BID Of"llON A "-,.,.. AHO POI.£R T........e:t BID OPTIONS 8 ,.,..0 C PROfiLE I'OUER llHoiEL [lCAVATlON AHO 'SUPPORT AHO DETAILS POolER li.HEL Jt00C REINfOAct:tiENT O(T A POUERP\.,....T FAClllTlES GEfoERN... ARIIANG POUERhQ.lS( (I CNJA liON "-,.,.. AHQ 5£ C T I I'OUEitHQ..IS£ 1100< REINfORC[t£NI 5£C1IONS 1'f:A/£.Jt.QJS[ [JCAVATION ANO ~ litEI 95% REVIEW ISSUE POWER PENSTOC EXCAVATION PLAN &. DETAILS BRADLEY LAKE HYDROELECTRIC POW • ALASKA POWER AUTHORIH Stone & Webster Engineering Co Ar:: POIM .. MJf"MOIINTl' --.--..... .. 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OPTIONAL TASK CODE b(t?) ::2.'-f PAGEn/ Vs 3 (~-:::r~<:>'bA:e ¢.-:'181 l-\"\'tKrc) G:q. \c...i;.'* EQ. f<\.)"' ~,_L 4 1 Vt'rku:.. \ t-\c.{";"-=ton\t .. \ \1 c.d-rc."'\ ~V(~Wf'l~\ Ld(... ~ 5 -r-oo 'lac:> ~'f~ .........Gs-r" .b<J ~1-'32.. ~1.2'3 ·::X. \o 7'72ojt..t-30 ;:z.37 6 .:J: • I \0 r:::l5CtJ l /-t-3C :Z.71 _Q.1-t.C~ 7 55<e7 8 ~. 2l >-'-9 ...+.-%~ :z.05 ~ 7'7'-iS /ti-3o 3.'/'f 10 I I )'((, 0 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 38 39 40 41 42 43 44 45 46 A·"c...\"'"\ sn o.. <:.:.'ii.Jme.s CJ.. \..I.J~~CL Q..\~c....ln~ 0~ \\ <o~. (se.e. r7<0). 0<y'"'"' = ta.\'\( ct-e) -pe.r tx-. ~o1\. ocRC = . 332., sta:hc.. F.S. = :Z..I~ ~ 7l/fca I '-l-3o .z.sg r I f.! ( \_ 6 &501065 J.O. OR W.O. NO. /5800, 7Z.. STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER I DIVISION & GROUP CALCULATION NO. 'OPTIONAL TASK CODE (:, ( t? ) ;J. '-1 \ c .. ..C4: EQ . \1 u 1-r c..c...\ ~v< ~rur\tc..... \ \.o<; ?.\a PAGE ":rl}_af 7 55G,7 ~c~ ~fs . q[ \. CCl \.""J..5 "l. u.a 71.-r;.. o 1 '-1-3o '7F.:lo l /-t-3C> 7l.fl.fS /Y-Y:J 7~/l..J-30 8 9 7LfY0-Cj '5() ~p~ }. 70 ~.21 \.~1-).'So 10 I )'(~ 0 J '5oo t2p:, • «i3l \.(o l \. \<; 'l.2<t 12 13 14 15 16 17 18 19 20 2 1 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 A·"c...\'-\sls o. ~~ ... un~s o. w~.d~~ ~~\"r~ u. <s c;.\-\uwn ~ i~ "' ecol ~\liWu.."U1"\ 0 ~ \\~a. (see. f7~)- Q(Yo<~ = tG.t'\( ~-e) ?er bf". \\oo.&-o~ ocMC= .332, s tafic:.. F. s. = 2..1 ~ r 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ' 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 65010 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 ..LiJ'B I 1/:s-700fps ~OOfrs gsofp.s qsofps 1100 fp5 12.80 .fps J3.:0fp,:, 1500frs Ci1'"c.le~ --<tc_~MM o<. MA.1.. eX..IIIA'J.. <K.JM'f.. <K.M/rt.. iAI'\AX I>(KA-X. ci.../11\AX: A .:3~/,2.03 2.3~ 2-30 2,.04 f,G:,g /. 7/ /. '!Cf 1-Cf~ [) 11'10 .5~~ ..2..:2..~ 2.57 1...~ I. t3 1.~4' J.q(p :2...0~ G-:;,_1.03 1.33 1.3g /.21 1-16 1./0 /.2Cf /. 44- ~/090 1.7.5' ~Y-~rvct-ft Tof~ A j.(,'f 1. qo /.f5 /.57 /JoO /.5(o /.53 I. 50 I. ~K /. ~tf I. b 7 /.50 -/.55 - D 1110 1-72 1. (00 G I. ;z;s I. q.t, J.'l-2 1.zcr }.3~ 1-32 /.29 1-~ D toqo ·-~7 Ds~~ o{,-.M ~He= .332 ( __., T~' Vs = I 500 flf's +tyk>ricl ).2{0 /.34- 950 /.53 /.5'f 700 • cg 8' /.O:L <600 j. (9 /.2<f' ~e.. o.bove..-~oes ().)\~ th.~ Wes Of'... ro...~es ,~-71 r i I f ( ( ' '- 2 3 4 6 7 8 10 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET r•~so~,o~~~----------------------------------------------------~----------~ CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE <3() ' I \'5~ .. -n (:,(.O) ?'l Th~ c...\(< ... .\~s ~~ed \(\ ~~ ~\v.."'\>7\~~ W'\c'-\\~\~ <...(.,-nJ~c .. :\~.d i'n <C~~ O~~·{(...e_.) \~~-l~ ~-l~J-\I W~4C. ~\~~ C'C\ ~~ ~\f'\CJ :~ -~"M,'<x.,_C\ \< O'leC\"t Ge.sM~\'(''\ lrb ~~~ ;-'-~ ~ Wt.At. &~ .... , \ C...f~" uJ~ \'n~ :: ~\\~~~ h~\trt sh~~~~'nt .. :\ o..\\ ~~ \.h~ L.\rc...\~ ..pu.~ \-hro\l~h \-h~ 15 'o~~{c<....\< c...n~ ~~~~e. Q..Je. <'I~~ ~u..~~\e.. ~\;f S\lr~lt.S '~ \-h~ 16 17 18 19 20 2 I 22 23 24 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 (I) "-..... -b.c:l a: ~ I ~ 0 ~ ~ () 2 \() ~ ,_ ~ --1 v / -;$ ... ~ \) f ':::1 i 'I) ..5) .n 1 () d) o) c ~ 1 ~ :£ ()) '"' s. j u --.:. / ""' l 6 .!:?. - J D 'S -- -'~ v -;j ......-ff,. .}(;) 0 -,o ~\(> -~ j" -~ -2-<!" _g .·rt' 0 -~ c -~ -0 IS'> 1.{) lO STONE t. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE &5010.64!FFIONn CLIENT S. PROJECT /. ft l-A--St< A pc;wcl< /'1-VTt+cJ~ tTY Br<;rDLE'f LA--kE CALCULATION TITLE (Indicative of the Objective): t~OC..K MOOULl !=oR PD w r=::. {<.. TUIJNC:.L TAANS!ENf STuDy CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE 150CO &(A-(') 31 tJA * APPROVALS-SIGNATURES. DATE REV. NO. REVIEWER(S)/DATE (S) INDEPENDENT OR NEW PREPARER (S)/OATE (S) REVIEWER(S)/DATE(S) CALC NO. D. M. 6-~de r"' b..::SiA.e..Kti tJ£W ~ttt l(z:~fV7 ~~ l. .. ('ZD.j'i7 . ... DISTRIBUTION* I I PAGE 1 OF 17 QA CATEGORY (\1) 0 I-NUCLEAR SAFETY RELATED on om~ Hvdro OTHER OPTIONAL WORK PACKAGE NO. IN p CJ(o :c: SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (V) OR REV. NO. YES NO IV/A v· r I COPY GROUP I NAME t. LOCATION I COPY j Sf~T GROUP I NAME S. LOCATION I SENT I I I (V) RECORDS MGT. I I I I FILES (OR FIRE 1Ju(3 Btc Rtt, 2& lORf& I I FILE IF NONE) I I I I FIR£ r=tLE.. 1 Sf:f-e r (~ht~te f 1 A:K 1 / I I I I I &EOTt::cH 1 D .CrefJJ& ( lt?t I v I I I I I I I ' I I I I I I I I I I ! ! l I 2 3 4 6 7 8 9 10 II 12 13 14 1!1 16 17 18 19 20 2 I 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4!1 46 .t.5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei G~~UP CALCULATION NO. OPTIONAL TASK CODE PAGE 2- 1 see>o (:;(kf<J 06~EC-TlVE ME:THOD 3/ ASSUfv\PT (ONS ~ C.RfTt:;P.lA WU\<.(£:S OF 'DA-TA C6f'J CL.uS {ON S KOC..K CLJrS<; I FIC:kTlON ROCK MftSS MDDLJL.US !)etorfV', ct. +-toll\ fl\ocJ u l us ~~ear MC)du Ius rev V\Ctct fio t\. 1"\~u I us ( S p V ll.a&/ $/tr 42 e f-"'{.)OCU/14' II) f-a. h Qfl\ r 3 3 Lf 5 (t, 10 l { l2 13 l'f - 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 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 ... 5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP I CALCULATION NO. OPTIONAL TASK CODE G( A-!'} '3 f J.O. OR W.O. NO. IS f,()() OR.J""E c... 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Tr v t: f-u tr .e d._ t "ttl ,M, ~ ( ~ rbo. c ( o_.1o r r-o")( i w. a. f--< ( y to c c-F+ ..; 't' ~ P; . 2-. A:-~St) M-t_ n"t Th{ fOC..K IJ'f\t'.\~S i~ hcH'\1\0t';..( '.1\0IJS I"')Vfroprc::.. ClY\c( \ if"-t.4V ly .e. (et c;h·c. GLT cl€p 'i'IA.. J , ' 3. /}:.~ ') u ~-<. (A I i1 -f+ d, i 0. M t t--ev -ru " n~ ( fc v c ct k I) (c\ h (! " o' Th.(' +c.~ u •\t(~-t-fc"' Vv\<'d. v lv-s &5010.65 ,J.O. OR W.O. NO. 75?)()0 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE fYA-K) "jf 2 ~.t=v-oW\ i'1\.e GOC ~ 3 PAGE~ 4 C-1 u st; r.P.rC.."-. +-to'" ~~Q C efov-r-~"·ct .:-l ~ .... , •. [rod·.·~·.·'; 5 . ' r So rJ !fl.rJ f<.e e.~ -r7S(-,.,., , '"' ._, ·. ok··:.,· c·: 1 7 8 1t t'· ~ {.,i.;_ Ytlh~ r '( F~rct c. Jn,vttf So-1 S7,v L.! ;, 1."' c·~., ' ; 9 1I[ \..J. rr.1 h f 'l r=ro c.h;r<!d 'z.:S-Sot • ' 10 2 '"~ .. K !...1 ;: .;, , II J 12 li Peer (<otf'-L:. '2 S fe c. ~ . 0 . ,., ; ID r: ~ r 13 ' 14 5. 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'tl-0 . \\RocK f.~r~,J r~e~r;rn]/DeS'j h (rt+ev-r4 OVId ~rc! ~'<r-ev..., •I 'SWEC.. ~(c_u[t:Lho~ ~Sf,cO-G(flr-")-"30'0. '· \\ Fowu' TvVH'\-!J Sprr "7 r(~e \u "ne 1 s ~ t-ro 1/\ I V1J ·. 2 3 4 s 6 7 8 9 10 II 12 13 14 Ill 16 17 18 19 20 21 23 24 2!1 26 27 28 29 30 3 I 32 33 34 3!5 36 37 39 40 41 42 43 44 4!1 46 J.O. OR W.O. NO. t5~oo STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER I DIVISION & GROUP I cALcu~ArTION No. !oPTIONAL TASK cooE ~(AK) - C.C>r-J <: LU <:> r orJ ~ PAGE_s_ ~< fo ( (o-w; "'C, ct a.:fLL. " "' ('0 0-ltV\ 0 d 1.) I v s (JJ e_ i.P c) p ,, f?. r tp.t! cl \"h.!. p r-€.. ('i W'l i ~« ,.,-y h yotv-o. <.d l c ~ n 5 It! f/'1. t-&( n~ ( y S ':. : BRADLEY LAKE HYDROELECTRIC PROJECT POWER TUNNEL ROCI NODULUS 24-Jun-86 J.0.15800.08 claaan.wk1 WP-06P Based Note: on Power Tunnel modulus values Stationing Calculation 15800-GCAK>-30-0 Cin psi> are ror static loading conditons. PROM TO TUNNEL ROCK DEFORMATION POISSON'S SHEAR STA STA LENGTH CLASSIFICATION MODULUS RATIO )fODULUS ••••• ••••• ••••••• •••••••••••••• ••••••••••• ••••••••• • •••••• 1. 00 12. 30 11 30. 00 HIGHLY FRACTURED 1. 50E+06 0.27 5.91E+OS 12.30 21. 70 940.00 MODERATELY FRACTURED 3.00E+06 0.27 1.18!+06 21.70 39.80 1810. 00 SOUND ROCIC 6.00E+06 0.27 2. 36!+06 39.80 63.10 2330. DO MODERATELY FRACTURED 3.00E+06 0.27 1.18E+06 63.10 68. 70 560.00 HIGHLY FRACTURED 1.50E+06 0.27 5.91E+OS 68.70 73.20 450.00 POOR ROCK S.OOE+OS 0.27 1.97!+05 73.20 76.60 340.00 HIGHLY FRACTURED 1.50E+06 0.27 5. 91 E+OS '76.60 78. 80 220.00 MODERATELY FRACTURED 3.00E+06 0. 27 1.18E+06 78.80 82.60 380.00 HIGHLY FRACTURED 1.50E+06 0.27 5.91E+OS 82.60 94.00 1140. 00 MODERATELY FRACTURED 3.00E+06 0.27 1.18E+06 94.00 100.00 600.00 HIGHLY FRACTURED 1.50!+06 0. 27 5.91E+05 100.00 104.30 430.00 SOUND ROCK 6.00E+06 0.27 2. 36!+06 104. 30 106.00 1 70. 00 MODERATELY FRACTURED 3.00!+06 o. 27 1.18E+06 106.00 1 08. 80 280.00 HIGHLY FRACTURED 1.50!+06 0.27 5. 91E+05 108.80 114. 00 520.00 MODERATELY FRACTURED 3.00E+06 0. 27 1.18E+06 114. 00 120. 00 600.00 HIGHLY FRACTURED 1. SOE+06 0. 27 5.91E+OS 120.00 124. 20 420.00 MODERATELY FRACTURED 3.00E+06 0.27 1.18E+06 124.20 128. 1 0 390.00 SOUND ROCK 6.00E+06 0.27 2.36!+06 128. 1 0 1 33. 50 540.00 MODERATELY FRACTURED 3.00E+06 0.27 1.18E+06 133. 50 137. 00 350.00 SOUND ROCK 6.00E+06 0. 27 2.36E+06 137. 00 140.00 300.00 MODERATELY FRACTURED 3.00E+06 0.27 1.18!+06 140.00 1 42. 00 200.00 POOR ROCK S.OOE+OS o. 27 1. 97E+05 142.00 145. 00 300.00 HIGHLY FRACTURED 1.50E+06 0.27 5.91E+05 1 45. 00 147.50 250.00 POOR ROCK 5.00£+05 0.27 1. 97£+05 147.50 149.00 150. 00 HIGHLY FRACTURED 1.50E+06 0.27 5. 91E+05 149.00 164. 00 1500.00 MODERATELY FRACTURED 3.00E+06 0.27 1. 18!+06 164.00 181. 30 1730.00 1 81. 30 184.80 350.00 SOUND ROCK 6.00E+06 0.27 2.36!+06 MODERATELY FRACTURED 3.00!+06 :-0. 27 1. 1 8!+06 184. 80 1 86. 80 200.00 HIGHLY FRACTURED 1. SOE+06 0. 27 5.91!+05 186.80 189.69 289.00 SOUHD ROCI 6.00!+06 0.27 2. 36!+06 2 3 4 6 7 8 9 10 I I 12 13 14 1$ 16 17 18 19 20 21 22 23 24 2$ 26 27 28 29 30 31 32 33 34 36 37 38 39 40 41 42 43 44 4$ 46 ... 5010 66 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_ 15 800 C( A-K) 3( f<_OC.K C.L-A"5<S( Ftc PrTr c t-J A-srwt@ltFre.cl <-V'IJrll\.-et'':,J C(t.<s<;rfrcctf7(Jv• o.f" v(n:_lr: f;vn-( {3 ntd._ f~y [.p_{<~ S d-f 1-\tA. ~ b~ I? V'l $ 'v'fiJ ~-;, f«( I II\ 71\-€ (j ~o fe cJ,,., 1/1 'U:t I pe~~~~ Crrb:vr~. ~ts c_(a,~srFrcet.f-tol/\ (~ has.ecf ~~., F<~ D ()V\d JO!!At Spc.ciVIj aV\CA t..Vltl b~ 'ff!_f~ry--(..c( ~ c.J'S rh_~ '5..!-'Nclcf'>Sffteo._hclil, :;evt.v'"Z\.( () fh-e_v eM f1.V"(~c:t.. ( qva..ll\ h~+r,;~ (P'I.cJ fVJt>-eYt~J Cfv.s<.>t- ftc..t\.ho-~_s ore O...VOt..ti&<L:7f< o..nld t"'\Cfud-e..· u .1.. Q -f4--e_ r~cA<. 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' /tc{c{{/-r.onttf f6-_c_fr>rs uJntcAo..re huf-Co-111$tt:lev-ed by TJ,e 5J-uJ c fa ~ s '1 a, re : , • Covu-A;h~v, of 1~-f J~fYif su~~c-es • an h c. tp6f. ~c( C< rnau Ill f () f ().I~ fer-1 n f=-fo-v..J • (11 -s rfi,(, ~tress rr f~ nof-j)OSS.rbfe fo pr-~po.r-<. tt roc(C ( fetSStf.IC'thf.J~;. d.Vfl'f~ (he desr9n 'Sfcult;.. e>rc:-ept"tYJ C{ pre/1/lllt*'lt'.r'f wo..r..;. Tit<-aolcffho~al CCJn $rd.errD<;rov...: fYI""-y be c: v~ ( vt:J, f-.ec/ I '1-J~W< V.f v; frviV1 (1?e_ fof/owrJ t?t vt< 1 /a.b!-e d.afn.: I • Frctch.!vt (oc'l1tnfj by I<-1-JV/ {<:~-:.o. f580a.08 WPt:>IOH) • Jc;(,t CJriet~1tf..l-/()n.s--Fn:JN\ Sc.n.rvtrdt nets , S tr.ess 1 rdrcq fro ~A.; froM fl?e fre (c/ fro. c fvv-e pre5svre. f?s t I \ STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A5010 815 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION e; GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ !5~00 G( A-f'.) 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Opell< 1-5-Open > 5 • 5 CoDCli tion ot joint a lot coutinuoua and continuoua Ccmtinuoua Contilluoua llo coup Go-< 5 IIIII Goup>5- 32 Ratinc 15 10 . 5 0 r 33 34 Gro\JJld va t.er in! low I o n e <25 25 125 > 125 6 (per 1C : of tunnel 1•"8tll litre./ min litreo/min litres/:>in Ratinc 10 8 5 2 35 36 J. ROCI lllSS CLASSES liiD 'l'!IEIR IU.TIIIGS 37 Claaa !lo. I II III IV ' 38 Deacri ptiOD ot clue Verr cood rock Good roell: Pair rock Pt>or J"OCk Very po\!r roek 39 'l'ot&l ratiDC 100 .. 90 90 .. 70 70 .. 50 50 .. 25 <25 40 • c. lllWIIliG ar ROCJ: II.ASS CLASSES Ill TtlllliE!.LlliG 41 Clue llo. 42 I II III IV v, . 43 llnsupportid span 5 • 4 • '. 1.5 • 0,5 • 44 ,Aver..,. at&Dd-up time 10 1 ...... 6 IOODtboo l •••• 5 hou:ra 10 ain1.1t•• 4~ 31) 46 2 3 4 6 1 8 9 10 II A501065 STONES. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION S GROUP CALCULATION NO. 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I.MI:M-10 «1.1 14.1 f.,J£, •G...H 6U-11.9 'llA .u IO.A'I-4'191 W.:..1., 33.1 u --60-20.0 110 u .,t.J-19.6 :10.0 IU F,__ -IU-21.S IS.• 4.6 -ll.l u IQD•ts-•;. ~ ».I 1.6 ..... ..,..... 11.7 u &.JE. • ..:ll _ .. ,... 11.9 Tvrtnd ('-e_{a..xo.J-,clt\ t~sh ~f.rox irN~.t-e \h-{_ ~[X Qlv'\nc..\pCA+-d f'c,r h'{O-r-o..v {\.( V4~c;'e"'ts ft\e~ Ec{-:; lt2. '5' C,p<'A.. ~&-9 -~ )(/0 CQ p'\~ '--,.)Min £c\=-~'e.1-:-" . .9 : 5.Gzxl()fD \.r(\lAJ< EtA.-:. r.t~!'::\-:-&.9 ::= ].0><\0<o I "' r 2 4 6 7 8 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 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET &5010 85 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & ~~UP CALCULATION NO. OPTIONAL TASK CODE PAGE )7.- t s-soo (;(_hK; '3f fl,e~ Vct(v<S t_of/'respC9t11d. to f3tr"'dl-ey L.a..k-e ~'Sou.-..cl Roc .-c ,. but-t~re (oweY" (1,a, (h-f.. vcd~.~-es f)!V.P, ,,_:, Cq/c f!;)OO-G(A)-21. ' :" (2ed_ vc< /VfcJctf v !v s va. f r.r(' f J' r Vf, fD G -+-'10 t;. = 0 .. 7 5 CJ ),.-(CJ t; L SOUND JI fA.O 0 FPA;<- ill th e::, c+ Ff2A(_ uz: <poe (<... ~ . 8 K o . 7 s :: ro y r o e s , = (A t.-t y o, 7 s ::-3 x roc, F ">; = t::"o. -z_ X o.7S ;;; I, 5 X tO~ e~~-= Eel C> r r; ;q), 1S = t', 3 8 ;r to ·~ p -,/ \+ov.l~ vu· 'PooR r(.)c.-(<. \ -s b orot~v-I; V)e_ t.J \ ~ r<.M R = I r3 J QJ!Id f1ter<. wer-e n'v tec;k oJ-E [a_ 11c:d) ;,~,..cr (/.) r0 ~ V'I\OdLIIV .$ 0 F r..o~.:; [11t.t Ill C2. o GPc... -7-t;,. 9 : 0 r f) 7 kftf Cr> f '> r ~ ~ 1\-e~ If[ Poor<-£c{ = Or S" x-10 'e'; becav~~ o.. wt.odi.J/u.s o-F Ec{=5C1fttJtJIJ p>; wtlS t!if;T-a.r~-e.d t::ti-11~ SGbo y-e f-t:.-_ 1 New /11-t..f"ic..c &tfe ror /'1QY, co.s aha!~ QYJe( 171e Brqd/t:.y f__a.k"(_ pCXJ-r roc_lc IS Jvdject fob~ /Jc wcrs..e. tt+-()JQ.Id.,c.(( ~ ( cct s,~_ hr<; foyy t t/J 9 r.e y_ IAJCU:.fc() a. /YJrY!r 1!1 vM Vt{ I ve o {: Eo/.= '-(.S c;.p.~ -FOr-r-t\dtt:{.{ pre'~ Clf-es'f< was CJh ft::trn.ed £tJ{ = ~:: ().(p S' .t-(0 'f> ~~· > O~ 5" 6. 9 £h ~a.r Mod 11 /fl $ & r . ·_ Ir-e -ep a. 5 r . souND 1[ fV\OD FAAC.. ]I lt l ~ tt-FR4L JS[ P0o r- (eKto"f1...,.5Lf =. 2..34>-IOC.p~r = G- ~>rfo'(z.)4-/. iB klDCDesi .:::-c,_ t-SJrto'(l.r:;'l = ~.59-xror.rs' =& o. s )f to '(2 .r:; cr = O~lO ~ ro(p f?; ~ G- ( \ \ 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 .a.S010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & G~~p CALCULATION NO. OPTIONAL TASK CODE PAGE...L3.. l r; eco (:,( Af' ) ~, . lV\ fre>M. ac· f .,; , C6E:. EfV\/IIO ..... t..~Z.90() fov~\c}o_-trr:--1A 'l',·,c,)c,lu5 p-er 1 r\ c.~ cf d .e fot "-"Of f-t () "'\ ..- k ::: fo( ~ ( t:'(n 3-2. tJ l<-l. ( I ..,.. ..-v r) fn:'M th-e ~ e s r j,.. c...r-( fer-r A.. -z/r-:: CJ. '2. 7. Let R'2..::: ILf/z. ::71ft-for ~{. pow<V funl'l~/ radtu:, 7 )(" 1"2.. = $f.{ Th-e V\ ..fov-e.JAC ~ c..(~ S <; r ft CA ne"ll\. '. ;\/1~d-ev~. fe fy Fro.cfr;r(c/ k :::: 3 k{O (, et.f c 1 t-0, 7..7) He 1h fy Frra_c f.JYW ·K =-/. r:; It" 10 (. e<rlt ;..o. Z/) PoD Y f<.oc.lc K; a., s-~ro ' S'f ( t ~o-o. -z. 1.\ All Vt{lv.e.s "n /(Jw pt?rho~ of c..urv.e_ be/t::W' .:. GroUJII\ J.l\t)~ m~~-lt li of t:_rtftCJt (. 1 Foundation modulus (Arter Szeehys 9) = :::: ... -~-.....- Figure 3-14. Ef'f'ect of' T&lue of' foundation modulus on erovn moment. ----- ,-c,! 243 ~() y $'""C>/ 0 CJ 0 ,: ~ i /r~ rz.S 1 t2l ~a'/ t; / "'7 _,,...,.?:) ;o '/ 4. ·:"'C'''(1'7i}~ 2 3 4 5 6 7 8 9 10 II 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &5010 65 ..1.0. OR W.O. NO. ts-BOO STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ci GR~J(P G(A-~> CALCULATION NO. OPTIONAL TASK CODE PAGEl!:f:- '3{ The-Sprect.d.t;l-1-l.<-f \'C...{£ts~n. w1<1 11 prtnf-~d or. f· 'S' coMputes flPO c_t>f!Jtvt•JS ~ (vnt1~f r~~~ ~«ro ~ rAJ-(~STA)} i{-roc I '• f-. .!... r ,. I I.e '( d e f, V1. t h ·(J (A c)+ ftH'l ne. f s ~ h " II\ , ~9 , VI ! r: c, ft , Y':C. r-P M..fl! T) _.ff.PI\1 Che..c..K Bm~ l-ey ~~)I+ 2oV\e @ 'S rP.. /4 s t-OO 1'{,750 -,4, so 0 ; '2.'50 f.e.e f-C> fc_ To ./.-,:; l '-! 7 .,. ) 0 Shfo v-(fiCd. v D I u e.) ov ~ (r.. o, "'cl c. he c. fc~ c{ 1:. 'f c.. ( tA <; s r A c ct "'-1 ~ v, .~ '-" p-t2., Th~ spre~£h€._-e_+ cVCI~ coMr,r--es~ec( f-v /'lrrvprHur< /"' ·~~,;<. r..uhl!."'. c_frdAV'J-I!c{ rh~ crect-t-lo v.. C/c•.t--e fc.> 9(13!~/~. • CoM br rd~ Sp y-eGA,d~VIe-e-f A-Vlt:4 ( y s t sc,ffwcj ~~-:-:!-'" s r "J /1": to doc.UM-ft'\1 f1,..e...e~ua.h~s !"' eQ_~" c.eC!~ se-f p-IS-17. J r r/ j ( I 2 3 4 5 6 1 B 9 10 I 12 13 14 I~ 16 17 IB 19 20 2 22 I 23 24 25 26 27 2B 30 36 31 3B 39 40 41 42 43 44 4~ 46 65010 65 J.O. OR W.O. NO. I 1~800 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ci G)UP CALCULATION NO. OPTIONAL TASK CODE Gl /H'(. -.,, PAGElS.. FtLE:CL.ASSI.IIK1 RAII6E:A1 .. H39(00IRE IIIIOEl.} CREATED: 9/13/1986 19:10 CEll CIIITOOS REP!IRT I + • + I ;.c-I + I + I + I + I -H-I I I I I I • I I I ' ------------ • I liiiOU :I J.o.moo.o: I I 1 :'BRADlEY LAIC: I I I I :E HYDROElECTl I I ' :B I I I I I I I I I :RIC PROJECT : ' I I I I I I I I I I I I I ------------------------------------ _________ ..,. ____ ..,. _______ 2 : I PDIIER TUN!IE : I I l'classn.wU !1 UP-06F I I I I I I I I !l ROCK llllDUU I I I I ' I I I I I I I I I :us I I I. I I I I I I I I I I I I I ---------------------------- 3 I I I I I I I I I I I I I I I I I I ----------------------------- ~ !'Based 111 Po: I I I I I I I I ' ' I I ' ' :m Tuanel s: I I I I I ' I I I I I I ' I :tatianiag ca: I I I I I I I I I ' ' I I I llcvlatien 15: I I I I I I I I I I I I I I : &00-GIAKl-30: I I ' I I I I I I I I I I I :-o I • I I I • I I I I I I I I I I - 5 :'Nate: 1edu! I I I I I I I I I I I I I I :lvs values 1: I I I I I I I I I I I I I I :in psil m : I I I I I I I I I I I I I I :far static J: I I I I I I I I I I I I I I ltading mii: I I I I I I I I I I I I I I :taas. I I I I I I I I I I I I I I I I --------------- 6 I I I I I I I I I I I I I I I I I I ---------------- 7 :I FRDII :'TO !'TIIIIm :•ROo: :I DEFDRIIATIOM: I POISSIIM 1 S I !'SHEAR I I I -------------------Ia !1 ST A l1 STA l I lEIIiTII : ' a.ASSIFI CAT:' llllDULUS !'RATIO I : 1111lDIILUS I I I I I I :I Oil I I I I I I I I I I I I ' ------ 9 ··--"--"---II .. _____ , ___ I ~*===== ' ~--~---~---I ~-----~---I I I I I 1-I I I I I I I I 1-I I I I ' ---------- 10 :rt.ooJ :m.JOJ : IB1H101f1o:'HI61l.Y FRAC:rt.SOE+Oi!J ![0.27] I :+E10/!2t11+F: I I I :o :TURED I ' I :tOll . ' I I I I . --------- 11 !!810) :C21.70l : 1811-A11lt10l 1111lDERATEl.Y :O.OOE+06J ![0.27] I l+E1fi{2H1+F! I ' ' :o I FRACTURED ' I I l\4)) I I I ' I I I ----------- 12 : !Bttl ![39.30] : IB1H121t10l'SDUND ROCK ![6.00E+06J ![0.27] I !+f12/ !2Ht+F! I I I :o I I I ' am I I I I I I I . _____________ .., __________ .., ____ 13 :18121 l[63.10l : IB13-A13H10! 'llllDERATELY l[J.OOE+06] !(0.271 I : +EIJ/ 12111 +F: I ' I :o !FRACTURED I ' I :131! I I I ' ' I I -----------------------·--------14 :18131 1[63. 70] : IBIH14lt10:'HI6Hl.Y FRAC:ct.50E+06J :ro.m I !+E14/12tlt+Fl I ' I :o !TURED ' I I :t4ll ' I I I I I I ---- 15 :18141 :m.2o1 : IB15-At5lf10:'PODR ROCX : [5.00E+05] ![0.27] I !+£15/12flt+Fl I ' I :o I I I I :t51l I I I I I I ' ' ------------------------ 16 : 1815! :C16.60J : 1816-A16lt10l'HI6HLY FRACl[1.50E+06J :ro.27J I : +ft6f{2f (1 +F : ' ne Caliridge Smadsbeet ADihst Page 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 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 \,_ 43 44 45 46 ... 5010 65 J.O. OR W.O. NO. !SBoo STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE G(41<) 3{ PAGEm FILE:CtASSI.IIK1 RAN6E:A1 •• H39<EMTIRE !!ODW CREATED: 9/13/1986 19:10 CELL CONTENTS REPORT I + I + I -c-• + I -E-I + I + I -H-I I I I I I I I I I ----------------------------------- I I :o llVRED I I I !1611 I I I I I I I ___________ ..,. _______ ----------------------- 17 : 1816) 1(78.80] ; IB17-At7lf10l 1 1!0DERATELY l[3.00E+06J :ro.m I : +El7112H t+F l I I I :o !FRACTURED • I I lt7ll I I I I I I I -------... -------------------------------.------------------- 18 : 1817) ![82.601 l 1818-A18Jf10l 'HIGHlY FRACm .50E+061 1[0.271 I l+E181(2f(1+F: I I I :o lTURED I I 1 :t8Jl I I I I I I I ---·-----------------------------------------------·--------- 19 I 1818! :m.OOl : 1819-At9l110l 'IIODERATELY l[J.00E+06J : [0.27] I l+E19/12fi1+Fl I I I 10 !FRACTURED I I I :t9l) I I I I I I I ----- 20 :18191 :uoo.ooJ :IB2G-A20lft0l'HI6Ht.Y FRACl[t .50E+06J :ro.m I l+E201!2f!t+F: I I I :o I lURED I I I l20ll I I I I I , I --------______ ... 21 I 18201 :rt04.JOJ I !82H2t lf10l I SOUND ROCK :t6.00E+06J 1ro.21J I l+E21/ !2flt+F: I I I :o I I I f !2111 I I I I I I I I --- 22 : 1821) l[t06.00J I 1822-A22l tt 0: 'IIODERA TEL Y : [J.OOE+06l l[0.27J f l+E22/ 12Ht+Fl I I I :o lFRAClVRED I I I 122ll I I I 1 1 I I ------------------------- 2J !18221 ![108.80] l 182H2Jlt10l'Hl611l.Y FRAC:ct.50E+06J :ro.2n I t +E23/12f( !+F: I I 1 :o :TURED I I I l2Jll I I I I I I I ---------------- 24 :18231 :rtt4.00l :1824-A24lft0l 'NOD£RATELY l(J.OOE+06J l[0.27l I : +E24112flt+Fl I I I :o lFRAClVRED f I I 124!1 I I I I I 1 I ,... ___ ------------------------------25 : !8241 :mo.oOJ l 1825-A251tt0l 1 Hl611l.Y FRAC:rt.50E+06l l[0,27J I l+E25/12tii+Fl I I I :o lTURED I I I 12511 I I I I I I I ------- 26 :18251 l[f24.20J I l826-A21Jllt0l 1 110D£RATaY l[3.00E+06l :ro.m I l+E26/12fi1+F: I I . :o !FRACTURED . 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I I I :o !lURED I I I lJ21l I I I I I I I ------·------------------------------------------- 33 : !8321 ![147 .50] : !833-AJJlttO: 'POOR ROCK l[5.00E+05l :ro.m I l+EJ3/!2H1+Fl I I I :o 1 I I I lJJll I I I 1 I I I I ---------------------------------------- fif Cillbri4gf Spmdshet Aail rst Page 2 ( \ I 2 4 5 6 1 8 9 10 I 12 13 14 15 16 17 18 19 20 21 22 24 25 26 21 28 29 30 3 I 32 33 34 35 36 31 38 39 40 41 42 43 44 45 46 ... 5010 615 J.O. OR W.O. NO. 1 r;eoo STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION 6 GRO) CALCULATION NO. OPTIONAL TASK CODE G(A-K. 3f PAGEl:.Z FILE:CLASSI.UK1 RAIIIiE:At •• HJ9<ENTIRE IIODEIJ CREATED: 9/13/1986 19:t0 CaL COOENTS REPORT I + I -8-I -c-• + I + I + I + I -H-I I I I I I I I I I ------------ J4 :CBJJI :cm.ooJ : IBJ4-AJ41110l'HIIiHLY FRAC:U.50E+06l :ro.m I l+EJ4112flt+Fl I I I :o lTURED I I I !3411 I I I I ' I I I ---------- 35 liBJ4l lrt64.00J : C835-AJ51110l'"ODERATELY l[J.OOE+06l :ro.27l I : +E351(2f( 1 +F: I I I :o :FRACTURED I I I :3511 I I I I I I I ----------------------- 3b : IBJSl :m1.JOJ : !8J6-A3blft0l 1 SOUIID ROCK l[6.00E+06l :co.m I : +EJ6/12f U +F: I I I :o I I I I ll6ll I I I I I I I I --------------- J1 :18361 :ct84.80l : IBJ1-AJ1!f10l '"ODERATELY l[J.00£+061 :ro.m I : +EJ1112f! t+F: I I I :o :FRACTURED I I I :37ll I I I I I I I --------------------------------------------- 38 :18371 :rt86.80] : IBJ8-AJ81f10l'HIIiHlY FRAClC1.50E+06J :co.m I l +E38/!2f! t+F: I I I :o lTURED I I I !381l I I I I I I I ------ J9 :cBJ&I ![189.69] : !8J9-AJ91f10l 'SOUND ROCK :r6.00E+06J :ro.m I : +EJ91(2f( l+F: I I I :o I I I I :3911 I I I I I I I I r Th C.•~ri4gt Spmdshut Analyst Pagt J ' ~ STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE 0 T Ao. 5010.64 IFR N l CLIENT S. PROJECT ~~ .At..A?KA powER AUTtfOIR l TY 8/<I+OLEY l-A-1<£ CALCULATION TITLE (Indicative of the Objective); !)e Stq ·, 0 fRock .Svpp&rt-fov rn ~ fl1q t~ Po W~r I vd·r:~ f: f S lyucfure CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION & GROUP CALC. NO. TASK CODE !5ECO G (A-le) 35 ;Vj/t *APPROVALS-SIGNATURE & DATE REV. NO. INDEPENDENT OR NEW PAGE 1 OF Lf7 QA CATEGORY (v') 0 I -NUCLEAR SAFETY RELATED on om ~ 1-At.riro OTH1ER OPTIONAL WORK PACKAGE NO. I -/'1 -~ -)}/-' .:_ ·.~':" .:::.. SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (v') PREPARER (S)/DATE (S) REVIEWER(S)/DATE (S) REVIEWER(S)/OATE(S) CALC NO. OR REV. NO. YES NO {) ll:. (_t<EG~ ~ . "'3\.AR.,.\C..\-l: /IJE~J lilA v ;jjtiJ. Clr.tt~ 09~ I , '7/"J-3/87 'i/zfj 17 i OISTRI BUT ION* I ~ COPY I I COPY GROUP I NAME & LOCATION I SENT GROUP I NAME & LOCATION I SENT I (y) I I (v') RECORDS MGT. : Jt)/;:. f3CJOf< I I I FILES(OR FIRE I o(<t (,.. I I FILE IF NONE) 1 R lf. 2 C:r I I I r-tR£ FtLi I 800 A str.eefjAJt: V" I I I &ECTccrf I L DUNCAN I .If/''( I •/ I I I I (.; t;O T EC tf I 7). CfZ£&t:Pe<-jc.4sp"L v-I I I k I I I I I I ! I ~' ! I I 2 3 4 6 1 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 37 38 39 40 41 42 43 44 45 46 &501065 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE PAGE L '3S TAG L.E. OF C0 N Tt;:. IVTS fAGE OB0e.C:Tl vC. M&THOD c.J<.. l TE.f<.f A /4-~S UMPTioAJS sour<.cES t>r I;)Jl-TA CONGLUS tO 1\JS !=<OC-f< WA-D DlSTP-tBUTrot.J ClrLWt-k'Tt: ~F;T we:.JGtiT PDtJJ(§(< I JVT k/CE-t},eJ/V1 r;:T"(< '( S{E.£L 5t=:T DESf&N 5e(-#-l 5e(-#2 5-et-.,_ 3 5_e.f-#-lf ~et-11§ ~ er"fl=.t::. ..Ser=~~-7 ;;et-tF-8 5(;ef-#.9 s;er ~ro Lf 4-- Lf· 5 7 g tro 17 20 '2"3 J.~ 2.9 3:2.. 35 36 J.fl lflf 41 I 2 3 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 3 I 32 35 36 37 38 39 40 41 42 43 44 45 46 OBJ"E:CI! V E: STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER PAGE3_ Th~ P.UffpotX-of ~~ ~ cttiC.u/~ho."' (~ fo -selecf o... uVJf·Fcr.l'vt, secho~ a_~d_ ~v-ai{.e of <S(-ee_( foV fh-e_ bo(f-er) ~e.~ Wf\l·C.,~ Support-Tne W\C< 1..; power L If\. +ttr<e ( por ~-ttl shrvc. tvre.) a.. "'d S e..t WGfe bolts p. c i J. METttOD \ T_fte cj'.eolh'le fry_' of rl, r ftJ111vie ( a. f ft,-(J-;..€ Sfe< hd Y1 s ;:::: der1 V4'c/ frulff Co.. ( c 6{1t1C) -!D a~ Fellow': 3RAOLEY LAKE HYDROELECTRIC PROJECT archset.Kkl 23-Aor-97 08:42 A" POWER INTAKE GEOMETRY CG"PUTE WIDTHS HND HEIGHTS FROH CONTROL SECTIONS IFC-151Al SEC DIST STATION WIDTH DIIIDiH CROWN DHE16HT HO. \FTI ( t ;)f) Fi) iFTJ (/FT} EL i!FTI ---======= ---------======== :::::::::::::::: ======== =====-=== --------- 3-3 11.00 192.7408 39.0•) 10Sb.B3 -0.66&7 -0.5042 H 23.00 192. b208 30.00 1050.78 -ij, 5000 -0.2909 5-5 35.00 192.5008 24.00 1047.29 -0.3333 -0.1908 b-6 47.00 192.~903 20.00 1045.00 -0.3333 -0.1250 !-J 59. (lO 192.2608 !6.00 1043.50 -1'), 3000 -0.1500 8-9 69.00 192.1608 13.00 1042.00 IHVERT El ======== 1026.00 1026.00 1021..00 1021:. 0(1 um.oo 1029.00 J.O.I5800.08 WP ObE RISE D!N\iE':T \FT: !!FT: ::::::.===== ======== 5.88 tJ. OOiJO r 7"'." .J • ...,'..J O.dOO 4.49 0~ GOO(! 3.83 r 0, ~{100 6.b1 o. 31)01) ?ASE l The LOTUS 1~2:"3 se_t&l:c/she-e,fteMp let~s froNt (afc G(M)-:52 a.re. u t!;; e.t) to a n a. l y yl!-l1\ -e " e. t-s q, t eo._ c fA .s frA h" lA . A L0 Bx';llb/Fts-et-~~ O..Vlttlys~cl LAJr!J..out 1-te (Od ha(es v S I V\j f" ~ fot[' {oo.ds cJf.V! (~pe.& 1 ~ (a. I c. G:,( Ate)-~ 2.. Spreqds~eefs 11 se.rpw, Wtc.t" a_Yid ,, S£T5PW. f.VIC1" {/Jf.r-' t./~J'./ in tr. (_ u.n (){ I 'fSR~ {c e vel! v a fe ad ~lt 1.1 tl r ~; of r1t c $et: 1-r o"" a /ld d f. f-fVM IV} -e bIt> C. k '~) fOitJ'f S~!t ( 'ny . 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .&5010 65 J.O. OR W.O. NO. I c:: soo STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE (:;,(A-k) 35 CP; 1E.fl.'4 //tS Su M?T!OAl 5 I 5CUBC-E.S ()f OltTA PAGE _!j_ swc.c. Co..fc vIa.. f-u."il s tS8tJO-&(Ale)-fO -c Ltt h·!c~, ~~y .. ~ / I SBoO-G (A-fo:.)-~2-o In f7:i C:.>-~ r _,<.J) , ~o /5 I s~o-~ {ltfr) -3 2-0 :: f--e.; I -(.:: ~ ::r~ ,., .:>/VI ;:tf5(_ 1 JBCJ. Aa VI~~ I of S t12e f r~nsfrvcf1a h , P;'l'rt-:i~: ~ ':, sfee't (~/As f-yvchtJVI I Chlca;,,, ..II', 8th ed CCJNCt,.VS roAJS {<oc fc.(;D ( fs (! l.f 'fl'retY -;p~ Clh9 ,;., rt'WS fo '35" 1 t~srd~ ;;;;;rV'h.. I !1err. ~ r;-I lhtLJr' $F'lt Cl/;zi a.t~vv T1r e areA to e ~d d .,c trra (11 ~I HO't1,. (_;<;e et. LV6x~f 16jf-tsecfto"'1 Gr-(:(d(!; lfiCJsl--:>e' for bC'!f.ed s~fs tn fi7e i""fet.fc!.<':' vorf'tll eJ-'(:~vtttf-t~" tJ?tP s~f-:= '"i·e ' c. .,c. 0 { I ()'1.)..) s . I ~ v . !NPUT BENO ARCH WAll NEUTRAL ARCH Cl DELTA POST CL ScEEL S~' f'ltc. ft:t .,Cvo~ iiiST RADIUS SE.CTiJR HEIGHT RADIUS LENGTH RISE HE~5HT lE\l6Tf~ i1El3Hi ~P. 7}v'j-. \FTI (FT/ \OESl \FTl tFTl iFTl (FTJ ·.r l.i n:n •me: ===== ======= ========= ======== ======== ======== :::::::: ======== ======== ===~==~= ~ ll:i1 23:690 33.307 38.i)01 0~053 35,.27 27.51 , ... ""''"'f 21.673 27.177 35.789 0.07(! 2L603 70 ~ :)(• ,j I • I.) .. 27.51 34.29 19.115& 27 .!77 32.532 O.C59 19.598 71. 7?: :. : \ n.n 36.83 18.573 23.437 30.133 i).067 t~ t:;1 f 4 o .... ~ .l ,., I. Ci • ..,J :.)4 2: •• 77 33.16 17.123 23.437 27 .1~4 0.054 17.:&9 bl.26 ~. os 18.28 4L34 16.609 17.947 25.272 0.071 l' ~~· .. Cl. ::.jl .. i 58.13 ·.: .10 18.18 ::.7.00 15.655 \7.947 23.176 0.067 15.588 ~~4.35 ::1 34 \8.28 ~.:;. 19 14.701 P.9U 21.169 OJ,56 14.645 S(i. ~6 ':.:a 14.8~, 38. lB 14.4!15 t4.m 19.320 0.071 14.4:4 46*t7 :e. 14.E3 33.41 13# 745 i4.4°7 16.908 0.055 13~690 44.=9 :. Q-:' :::::::::::::=== , TGT AL :. : 1 t"!?ll S fh..e tth~u..e ~{_+$ _tJ.r~ :..'Tdfct~l-e kr the ex(? /"'f/ll)f,1 p_rovJded tlv...t "f'i'P ljff!'d~! . .;;;~ ,~,}1.$ Tf,.p I'~Nl.#thl)t•5 fC' r.t:c..t~f-;!/!"''~" -;:. I 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 ... 5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER PAGE.5_ L,..oo..a S ha.vr'Vlj occuv-s be h.D~e~ The a..l t€cr 111~ h 7 r:.:' :_u~ o-f roc.J~ .. bolts a.~ sf-e.e{ s-ets. s,·nc.-e d.~vefcp~'-'vli o-F ~~c,c~ load t-=.. t:A +-r"wte d-ep.i2nd-evtt-ph-e""''-'M-t//1~; tf-ts r-e~~s~t-'ablriL f? coYJStd~f!-TJ!'f. /tJad {-tlf:::-€h by 111-e :,rock t.~ · • · ' · (111hq_f (eJad. Frnct' {oacl~ OVl stet!/ sef$ QY~ 4·Jj(ll f::, -.:> ;ell rtJL"-/tJad /es> tn-e /t!Jt~.4 fq~e~~'~ hy Tile rc:clc boti:. FroM the PouJC.t<. iNT-+fc£: G(;.0/'.1r;TR:. Y 5t.)r<"d~j . .;;.,-f Pa;u 8 1 ,t 15 se.eV7 @ lr,pvf drs~vtc~ 13.#5 fYrq_f r"o'f (cad-· 4-~5 }1:./~..r Ch60S.R.-o.. 9' oo t r f'Ct. tf-ern t:tnd Cl$ SUM-e eact,., hoi+ C•,rt'lr!" IS fc tfJ'S : @ t ; . r; fl-t n :#I 5 e f-Loa.d :.: 'I B S -9 (Jr;) :: "$'S""O !c iii) s which 6~cfcs ovt as ~ ~l..k loa.d oF l-Ip -= '3 r;o ... .:; /2. 9 7 ft-f2.)tl.);,,re, 'J )( $~.'3'3 (!_ J7, 'S f+ I~ ~-€ f7t .e_ a_ Vetrt:(t=...f_ o-f rn~ 1 ~ads ::: (I.{ er. + 354)/2 = lf3 t; 1<•,rg s il.r: ·p ·; I ~ 2. ) .e f-LDo..d. .::: 4 3 > -!7(1 S) -3C)O t+ t = -3 6 o = t s, r; o -,. ~a. Y 13. s r 1 l.f r,/(., 5 ~ 33.{p7 ~ I 7, S T'-I;, 3 ' (! 21. r; ff t h f11kr_ c:;~_ 1ft. = (3 t3"f+ 3'7. b Y '-= 390 w 1 7 c~ ·rJ 32 #-3 5 e f-/_ o ad = "'3 90 -7 { 15) .:: 2 ~ 5 k ~~o s l..f.= 2B5 _ f If,) .t.-, (" S ,.-3 f -/'l 1 3 8 .,_ $ Cl_ y12, 5 ff -~· ~ /. S fl. l ~ 33 34 35 36 37 ~ 2G..O H fh ~~~ uv-e_ ::f3'7.b+404.i/-z.. ~-tf.OO!rr.D> UJ/7 b~ '~ 38 1tlf 5ef-Load.= 4a:J -?(iS).: ;t95 fr:1 ~S :: tfr~ =-E 2.,~5' 2.~ 5"-::; /'2...!)) ___, '5&_v J2.~ff ~ 2 0 fr-lt~ ">r,ffl'?:>r • f 41 2 3 4 5 6 65010 65 J.O. OR W.O. NO. l~8CO STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE GfAt<-) -=s5 ' 7 (p 1.{-/.0 Ff-P' 1-tt:~-e o·~.:. (";64--"-2/.fl.f)/z: -;.t;'t-< -i-1 Set Lolld.,;;: ;z..5'f · )(t)):::: /79 k.lpJ 8 9 10 II 12 (? 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2B 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4!) 46 (! ~ Hp ~ . /79 : 9.8G ~ .t;<-~.y 9.' ff · L ~./(, '; > "'2."2,,Q . J 4 (o, 0 ff ' ~ 1-o. k 4U./·~ :: ( 2. 4 'f : /9 3) I 7-.:: 2 t 9 k. :tt-~ Sef Lot.~. d. ~ ~~ 9' -S ( 15) : I 4'f '"" f+f': · /_tiL( = 7, 6 I ---" c; (>.. './ 7 9 f.t s;s~. '~ s ~ '2..0 • ., 3 PAGEiL_ I L/(,O(f 111 I • 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .6.5010.65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE_J_ t ~00 ~s tV ttqJr of ~e.k ,'s coM.pr/f-td ~f()VJ~1 tr~ 1/(!Jl-;r.-:" i ~. /!-- fzt.;evd-l,etf cOV)flf..chc"~ T11 '~ rS et. frivCb.._f ("CI 1 cv/ct hc-"'h --·=r uJ;: (2 r ;3 + 2. L) x P wher~ TV\ -e. ) .:::'c. 1( .t> 'lC-.,.J'. ' ,/~ ---: • • • /'a 1'\ I~ b (' "'fJI~" t ~~ --·d ~,-:·,.r-1-. r . L-~ v~ ~---t' ... . ().r<l VIJ-€.-,· V' I(-\~ ..;1 .·.f ~;.-" ' M= R ( 1-c.oS p>) h1 = r ( 1-co':> fJ) ( f\'0111\ Ca. I c. I 75CJO -&( lt,k)-( 0 I p. s ) "til-ell\ ''DELTA Rl':>E'' on F>·4 I~ ~ ('1\ = /V\-VV"\ C<.ht( ~.:: L-6M=L-Mt-~ ~ = L - R (1-c.os ~) + r ( 1-(.o~ ~) srnc{!. /<.-r-= /7-lh-e c.;e+-VJrd ftt A:_= n poST c L H£tt:;H-T" ..-{' =-L -(W/2."'f_ kc" ") I) · 6Y1 P· t.f WV..-e.r-e.. w= {JJ)c( (""ho-fs {--Rf( : --'.c f-ro"'- Fov-pre r ,""m ,;.,~ry -e5 h "rn~ 1--e~ > W-!. wi II assuM-e (ha f t9 = /1, b v f-- req(T-z...e (lr.ctf /311 an11-e wrft,_ n-euf-rtt( ~Jr1~ WI f( Va(Yy vu1/h. n~-e fr"'v-al Clf e ~ 19 VI o-F ~e. (o 11111-€ ( h~t1 . Us r ~ f1t~ for"' vI a... (\bot'--( fOr llJ.~ s~t-~ r~. S H I p.,.=-3?;,tJ,4 r.:::-33.{:;1-Cf/f""-.::= .33.'31 F-f. f: ~~:~~ ~ s = r-,8 ::0 (33.~' -fi! 3z."'9~ x !£:: ;e.e r ft: ,P =-'2..3,£D9 -{ (Cf/t2!)7C(f-(o S 32/o9)} = 23/ol.f F-F-. ~ 11 5TEEL-LENGTi 11 I ~-s ~/'l. Gtr~e_ M p , Lf T~ e"" @ 31 lb/Ft 'vJ::.: ( 2 )( 2.-;.GLf -r--:2-. x l6.~ \ :x ~ 17 2.ooo W ~ J, 3 2 fotts. 2 3 4 6 7 8 9 10 II 12 45010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE IS"8DO G(ftf<-) 3S :GIIPUTE PAR1i ~L ~RCH SECTOR SEOI'IETRY FOR STEEL SETS AND ROCK BOLTS INPUT ROCK BOLT SPACING \FTl = 4 !COL ll 5 !COL 2) INPUT INPUT REQD OUTSIDE BETA iiALL ARCH I ROCK i ROCK EuOF DIST !NV CROWN RAO I US ANGLE HEIGHT LENGTH BOLTS BOLTS LOAD 13 iFTl EL EL REQD WIDTH \FTl IFTl \OE6l \Fn \FTl COLUMN 1 CDLU~~~ 2 n:iPSl 14 15 ====~ =~===== ========= =====~== ======== ===·==== ======== ======== ::::==== ====~=:= ======== 16 17 18 19 FROM 11 TO 17 FT :ref-* 1 jl..S 1026. (H) l\i55.57 TOTAL ROCK LOI\D = 36.33 33.64 15.5 1021!.00 lCiS4.56 35.00 33.64 FROI'I 17 TO 23 FT TOTAL ROCK LOAD = Sef-*2 J.l..!.W26.oo 1053.55 33.67 27.51 !9.5 1026.(!0 !(!52.54 32.33 27.51 20 ·t:" .~-41 3 .l.1...5..102b.OO 1(t51.54 3!.00 27.51 :> e 1 FRO!'! 23 TO )5 Fi TOTAL ROCK LOAD = 21 22 23 24 25 26 23.5 1026.00 Sef--:11 'I~ 102.~.oo 28.5 102&.00 -se r #-5 J.L.Q. 102o.oo AT 31.7 F1 IN )3.5 1026.00 FRO!'! 35 TO 47 FT 1050.63 29.75 23.77 1049.91 2B.50 23.77 1049.18 27.25 23.77 1048.45 2b.OO 23.77 TOTAL ROCK LOAD = 1047.73 24.75 23.77 2 7 5ef-#6 1i:.Q. H•26.00 !047. iO 23.137 18.28 28 39.5 1026.00 1046.62 22.93 l9.29 seHl "Lo 1o2t..oo 1046.15 n.oo u1.2s 43.5 1026.00 1045.b7 21.17 18.28 29 30 St! f-11-8 46.o 10211.oo 1045.19 20.33 1a.2s 3 1 FRO!\ 47 TO 59 FT TOTAL ROCK LOAD = 32 49.5 1026.00 1044.81 19.50 14.83 33 St!t"~-9 52.U026.ov t044.3B ta.:n 14.83 55.ri 1V2i!.OO 1044.00 17.~.3 14.83 34 35 set fifO~ 102&.00 1043.63 !6.33 14.83 FROM 59 TO 69 FT TOTAL ROCK LDI\u = 36 37 38 39 40 61.0 1026.60 1043.20 15.40 8.15 65.0 H/27.80 1042.60 14.2(i 8.15 69.0 1029.00 1042.00 13.00 8.15 21 FT 32.69 23.69 31.35 22.68 18 FT 37.73 21.b7 35.99 2ti.b6 34.29 19.66 :a F1 38.74 19.30 36.83 18.58 34.97 17.B5 33.16 17.12 14 FT 31.37 16.40 40.34 H~o61 ::18.65 1&.13 37.00 15.65 35.39 15.18 33.79 1.4.70 10 fT 41.11 14.93 38.18 14.50 35.76 14.12 33.41 13.75 B FT 70.87 10.59 60.59 9.99 Si.90 9.39 38.4 36.B 36.2 3.4.6 32.9 32.1 30.1! 29 .. 0 27.5 26.0 25.7 24.7 23.6 22.1! 2l.b 19.8 18.5 17.3 17.2 15. \) 9.6 B.O i .3 . ~ b • ..J 7 .. 4 6.9 6.~ 5 .. B 5.2 6. 2 4.7 S.b 4.5 4. b ), ! s. ') 4.) 435.1 285.~ 263.~ 244.5 113,1 PAGE_§_ 41 42 43 44 lft.e re/11\q./nC/.cr()rfh-e r;preadt:;heef I~ .:£}JC'lllirl aS COV1C/Uf:>lo?1 S 6Y"I p· 4. 45 46 I 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 26 27 28 29 30 31 32 33 34 3:5 36 37 38 39 40 41 42 43 44 4:5 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.-2::_ ! £' P-~0 G( A-fcJ ~s (h-e C;pt'ettd SJ\e-< ... f IS df_ 1/e {oped froM fltf e'X'CO Vt• f-J() ~ /} eoNJ.~ ft/' -sprea_dsh.eef ,;, Ca. fc_ 6 (4-tc) -lO-t as Fo!lert·J 'J.' (. {op' cr,v~r{IHt' rtJr 11'11)~rf crcwv,1 w1dh, I l/t:l(:f;vS1 /3 ~ nd wal f h-e t9 h t for elct-.. co vr fro! ~('c fro"" ]. S fo.y-f" {).}/ qf SfJt:t("fnj sfr::i/-rons (! 2. 5" rf tt/!'S'rdof'. ·::-/)Y"~( 3. Cr(t;tte /'1.pvf c.er!s .fer roctc /oa.d frr]IVI ('t:1(C ·::.~ ';C~;-,.z fr;v eo r: t, ~ e c hoV'!, 4. 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ 56DO G(A" 3 :5[EEL SET DE$t(;N ; {"~et ~ ~ ';; ~ ;• r;c ;; ,~;_;:H(~ ~ !~ ~ 3 ;., ";/ s ::-"' C., ' , , S:~ 7 < lf.e ~ ftf of roc/( f 5 r 11 p v f f-roM ill.e (oa. d S h~t ~~ ~h d-e ut;./Df1-Pd {)Y\ f S"-(p () s ( t/1) rol = (" ) p c ~ ;Lor /Vfod~r-a '1--e ly /-ret(" l-uro::J voctt. ~id-e te:; p~'"RSSvr.~~ o-F S""O f6sjFf o-f fvnn-eJ je'Lrtt ,~r-e_ O!p,fJf,·ed 'd.tJe fo tncft"nethc" or n,.@ sfra.fq_ 4;r.c/ tJ_o;~;bf-e (a.~f da.M~1-f-{hr5 15. J-70-f r~Cjvfretl ror tYiod-ev·o{Hfy f c fvre_d 'f~cfc 0 urIS inp u "f" q 5 C{ cf, ecK tYh ihe 5t/. Tt! fy cf-or ,~ '71< ptJst-leJ. Vue fo fA.e_ ;;hronqjy (.OY't U-€VJ~1 naJvre of rn..::_ --/CO /-~1 f-!;l-1, he ('ads a. ,-.e VIO f (/f-f_~ ~I h !e. 7 /1-e I~ q s C{ re ro (: lc h c ( fp~/ ~ [JJ I ~ ;; f--e-e ( S n rW1 fJ f« fe ~ a. 5 S flo tv h Jc111 c( Ya-(,u /i-1r; FY-/(o I sevtes. / < r; 0 /< s ; 'S ~€ -e ( tAJ Ct S S eJ e cJ-qf_ to v11t YJ i Yl1.1 i_~ (/? e vJ f. f q f1 + CJ f rf,.e_ t;.f-e-e_( Sefs and 4fCJ /he ere_cfrOVI 1;, f7H! Hefl.::l. Ba !reo( L-e 7 TO be tonsevvah~ o~SvMe Thetf {;V..e_ !Je r .V3 Th-e d.-ef/e( fr~VI- Th ~ V\ froM (1-, f. t_ r v CJ.. f-rO .VI "2.. fVI c = (, ? 7 6 1'1 1) / (.) 7 8 f1 1 -cl t<..v J a h.d fc... ;; &.. t-Me... {)Je c c.tn see (het.. t-th-e s fre s s r h n,e l.f c, A S J 1s sf/~ r frc o.. ~ f-f~,_l r etA ucecl. STONE & WEBSTER ENG CORP DESIGN OF STEEL TUNNEL SETS ""et/:op~·j. ~jk 1 CALCUALTION 15800-G<AK)-35 J .. D. Fi INTAKE PORTAL SET #1-WP.INT OFFSET 13.5 i3EDt·1ETRY OF TUN~·lEL ================== RADIUS TO NEAT EXC LINE HP,LF-i~,;:;:c DELT(:i F'C:!ST LEG HE I f.3HT F:OCK UJADS :!.::::::::=:::=::::::::::-:.::::::::=:.·.:.: HEIGHT OF ROD::: UNIT WEIGHT OF ROCK SET SF'P,CING fJ\.JEF:BF:EAK SIDE LEG PRESSURE STEEL MATERIAL PROPERTIES ===========~============= STEEL SHAPE DESIGNATION 1..-JIDTH CJF F.UB l>JE I l:JHT m: RIB :_.n DTH DF !iJEB TIE ROD DIAMETER :~;EC~T I Cit"·l t·10DULUS SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA GFi~DE OF :3TEEl_ MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR MAX BLOCK POINT SPACING CP,LCUL?~ T I ON MINIMUM NUMBER OF BLOCKS RADIUS TO NEUTRAL AXIS RADIUS TO NEAT LINE RADIUS TO OVERBREAK HALF-ARCH NEAT LENGTH SECTION AREA WITH HOLES ALLOWABLE STRESS WEIGHT OF FULL SET :3~2. 6Cf' Dl~:t:JF~E:E::~-; 23. 64 F't:.ET 1 :::; . 00 f:E::::T 165. 00 Fe;~: 4. 00 fTE:T 8. 00 I l"·lCHEb ~-~f) .. (!\) :_bs/r.:···r l·.JB X:::;: l ~:lT T I C\'>1 !:3. 00 I IJC:Ht::3 ::-1 . oo Ls:::; 0. ~285 I 1'-!CI-IE "3 0. 000 I :'ICH['3 ~27 .. :SC> C:i_J I 1\tC:\·i 9. 1·:::: ~3U lliCH 3.47 INCHE'3 110.00 Il'-1· 'l 5CJ t<S I 0.86 0.8S 4~3. 00 I 1'-lCJ-lf:::::; 5. ElO I)~ ~ 399. 6f:3 I NCHE~"3 40::::. 68 INCHES 411. 68 If"-.ICHES 230. :::::2 I NCf-IES ·-:·· •";t" ··:o· ~ ... .:: · .. ;. .. · .. :. l. ::::::~: '· _,:, 'J ~::.!. :, i l :::/ • i. c· 9. 1.;. SD I t-H:::H :36500 PSI 2644 LB:3 +2-.ooo = (,"37.. fons Ghec..-1<'> ~· r THRUST APPROXIMATION 8580.00 PSF * F:OO:: F'F:ESSUF:E ::::.4.31 FT * MAX OVERBREAK RADIUS \_ -._,_ ' STONE & WEBSTER ENG CORP CALCUALTION 15800-G\AKl-35 ItiTPd:l::: r=·u;:~:T{;L_ ·:_;ET ~~:1 -!.>!P. INT OFTSE'f 1.::::;. 5 COMPUTE ROCK LOADS FROM OVERBREAK SECTION BLOCK DIST THETA DELTA X-OFFSET \ IN> ( Dt:::G:3) ( DEGS) ( IN) \ I i')! .HLOCf::: 1 1·11 /2 BL.CJCf< 2 1'~12/:3 BLOCt< ~::; BUJC:f 4 \·14 /5 BUJCK 5 8LDCf:: 6 1··16/CL CF;:i.Jl•JN CL ========= ~======== ========= ========= ========= lf03. 78 491.94 532.lU 580. 10 628. 1() 6~34. 10 6(} .. 72 b4.12 66.97 69.82 78 .. 9::: 82.:34 ~35. 74· 89. 15 89.57 9(>. (i(} 6.81 5" '/() 6.81 6.81 (). E15 2(l 1 • ~;'j' 1.79.bH 14:~" (i() 122.61. :l 02. '::):_;: 6. L~ ·.~'. 1.) i~J i.). (>() ~) n ()·.) :;: 1 . /::. .. ·:; J. .:.;; . ().•1· :L c;· " :~: :~,:. /8 ~-i :~ ··~·· ·. ::-:::::-:::::::::: () n (};.) ~· ... .:: , __ ) '!·. U'·l· -·, !:::-r.:: < ... •.,_! ••• _r I:;:DCV LOP1D C THETA Ftanqro>nt. Fi'" i:td i a.l i\1 CHUF:D f;: ·=:>F~ (Hi ( L.I·O WEGS > ( LE!! ( L.B) ( HL· · t 1·: .> ========= ========= ========= ========= ======~~~ ~~=~=== (> .. ()() 65. (H) 0.00 ' .' " / '-.)•::J. BL.CiC:I< :2 65.00 18526.05 39440.?7 EL.OCI< 3 27474.62 69.82 9476.68 25788.51 3 J. Ul-4. 17 .75. 52 7785.90 30155.25 BUJCI< 5 82.34 4623.57 34357.32 3UJCV .~, (). (i(i 90.00 (>. \)(; ========== F:v "= 1 58c?77. 1'.5 CONSTRUCTION OF FORCE POLYGON TRIAL 1 80.00 TF:l ("tl_ 2 = "I '" OF Fo:v ·= OF~ F:\/ :::: RAY ALPHA TRIAL 1 RADIAL RADIAL-F TRiAL 2 -RADIAL <DEGS) <LBl (L8) <LBI !LBJ (LBl ---:======== ========= ========= ========= ========~ =:~==~=== F1 ~.41 7560.23 0.00 -7560.23 21489.94 0.00 r:2 6. :~;6 1 ::::;8F:lO. 67 ::::;s'440., 97 25~,60. :;;;:, ~;<;·4:':;5. ::: '· v<>. c)O F :::; 5 a 7 () 1 :·.~~\::.l4 7 • :"2~1 :~:~j·}~38" ~51 1 :314 l " ::;~~) ::;;~:jCf ~l':/ o1 :~;~.) <:,i • ()() F4 6.26 13880.67 30155.25 16274.58 39455.81 U.OO F5 6.81 15113.77 34357.32 19243.55 429S0.89 0.00 F6 4. 26 ·~44'7'. ~.:.:(; :·::1EJ5:2. ~~~5 12.if(}3 .. ()5 2.~~t::..::.'-:() .. 2,.) ~)11 i.)~) ========= ========= :::::::::.:;.::::;::::.::::::::·:::::.::: STONE & WEBSTER ENG CORP CtiLCUAL T l Ul'l 1 :5800·-C-) ( !~il : i ·· ::~:;:; INTA~E PORTAL SET #1-WP.INT OFFSET 13.5 COMPUTATION OF STRESSES IN ARCH RIB RISE <Hl M THRUST M MAX <INl <LB) <LBl PSI 3AFETY ========= ========= =======~= ====~==~= ~~~====== BL..OCk 1 .-, BL_OC::f::: 2-:~~ BI_OCI< 3-4 BLOCK BLOC!< il--·5 BL.OCf< 6-Cl_ () ... 7()6 0. 49,+ 0.494 (). 7C>t:J 0.706 0.011 VERTICAL THRUST (Rvl = HORIZONTAL THRUST <Rhl - LEG CHECKED AS A COLUMN 2~35286 178714 17871Ll :-255286 255286 ::.990 AISC STRAIGHT FDFmULA I_ I !".,lE ========= ========= F2.ll owabl. e LEC-J LEJ,JGTH F:gyl~<.<.t 1 on F:·,.-educed :::.6500 28::::..68 3. ·<+7 :::::o8~s 1 :.::.6500 PSI 28::::..68 IN 3.47 IN 27899 F:·sr 1·11 =BEr~D I NC3 1·10to~Ei'IT f~ T SF'F: I Nt:!l_ I ~·lE. I N--LBS F1=STRESS IN LEG AT SPRING LINE, PSI dl=DEFLECTION OF LEG DUE TO MOMENT~ IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fe=STRESS AT MAX DEFLECTION PT, PSI i·11 F 1 ========= ========= 21 95£1-6 ·1+ 758(> d1 Me Fe ========= ========= ========= 0.351 49348484 1854017 PdSC Fallow/F1 Fred/Fc STF:t:;I GHT Fi~<'?d/Fc ========= ========= ========= 155694 219~346 219~;1.}.6 :::::43:! i./"::'j:'7 r r:·P,CTOF: OF ::3?"iFETY (). 77 (}. (i2 t). ()2 -E-ne.ecl.s ,-YJ ferllleclt~ f-e I e;; ho lfs t-:1-IEct::: SIDE F'F:Ef:lSLJF:E ON LEG TOTAL PRESSURE EACH LEG !W) = 4728.00 LBS SIDE PRESSURE MOMENT <Mh) = 94453 IN-LBS MAX DEFLECTION OF LEG <d1) = 0.180 IN MOMENT AT DEFLECTION PT <Me> -135640 IN-LBS STRESS AT DEFLECTION PT !Fe) = 22345 PSI FACTOR OF SAFETY <Fallaw/Fe> :t II 4Lj. t • il./i v-1. 4 1t 2 .. ():=_3 STONE ~ WEBSTER ENG CORP DF:.:::; I GN CJF=-~:JTL=:L=::L TUi,ltJEL ~:JETS co-<.=2t6p~·J. \·Jk i CALCULATION 15800-G(AK)-35 J. Ci. \:~ INTAKE PORTAL SET #2-WP.INT OFFSET 17.5 FT GEOMETRY OF TUNNEL ================== RADIUS TO NEAT EXC LINE i-U~,LF --(~ii::::c DE:L.T c~\ F'iT3T LEf3 HE I FiHT F.!.JCI< LDf.'.DS ::-.=::::::=::~==::."":::::::::::::::::: HE I C-1HT OF Fmet: UNIT WEIGHT OF ROCK SET ;.;F·r,c H.IG D'-JERBF:EAI< SIDE LEG PRESSURE STEEL MATERIAL PROPERTIES ======================z== STEEL SHAPE DESIGNATION lfH DTH CJF F<I B l'JEibHT m=-RIB l•JI DTH C:W t'JEB TIE FIOf.) D I Pd'1ETE:~F: F3ECT I em r·10DUUJS SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA f3F:t.:,DE OF STEE.L MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR t·1i~l:< BLDCK F'fJI.NT SPP1CING =::: ~~==:: == :::::::::=: ::: :=::: MiniMUM NUMBER OF BLOCKS RADIUS TO NEUTRAL AXIS RADIUS TO NEAT LINE RADIUS TO OVERBREAK HALF-ARCH NEAT LENGTH SECTION AREA WITH HOLES ALLOWABLE STRESS WEIGHT OF FULL SET 16'5 .. 00 PC:::F 4. 00 f:EET 6. (H) I NCHF.::S ~.5(}. ()C· LE:~3 ./ FT l•J8X::; l SECT I Di·l cl. 00 I r·.lCHE'C::; 31 . ()(> t_ B ~3 o. ::::t:l5 I nc:-11:::~s C).U>JO I!'-1Cf-iE>.l 27. ~=;u cu 1 ;-.let; ~::; .. 1:~~; :-;c~ Lf .... JC:H 5. t~7 l !1Ci-!E'3 110. no I :-v 4 29-4(}{) n ()(} 0.8h 5. 73 l)c,e-le 326. 12 I NCHE::; ~:030. 12 I :·1CHEE; ::)36. 12 INCHES 21/.39 INCHES 9. 1 ::::; ~3Q INCH :.:::6:=;oo PSI 2449 LBS J.·· r-.. ,. j·.,;:J .: Ii'ICI~E'::i :::.:7. L :3 FE::f:~T :::7. ~~; t :-:·c:::FT 2;.:;. ,:; 1 Fr:_:::::r THRUST APPROXIMATION 8910.00 PSF * = ROCK PRESSURE * 2~3. 01 FT STONE ~ WEBSTER ENG CORP CALCULATION 15800-G(AK)-35 H·ITf.:·KE PC.lF:Tf.L SET #2 -~.JF•. I NT OFFSET 17. 5 FT COMPUTE ROCK LOADS FROM OVERBREAK SECTION BLOCK DIST THETA DELTA X-OFFSET (IN> <DEGS> \DEGS> (IN> 2/ (FT) ========= ========= ========= ====~==== =====~=== ~=~====== BLDCf< 1 l'i 1 / ·~~ BUJCr:: 2 112/3 HLDCt'. 3 1'•1:~;./ 4 BL.DCt: 4 1·1,l.i5 m_ocr::: 5 1·15/6 BL.Oet< 6 1·16/Cl_ CRCH,JN CL ::;;o1. 16 •347. 16 ::;;a:.::..s6 42(>. 55 466.55 512.55 ;'-j 18. 55 52.27 6(>. 25 63.44 66.62 69.81 72.99 76.98 80.97 84. 9·;· 88.96 89.48 90.00 7.98 6. :.7 6. :.::.7 7.98 186.68 166.77 150. :.:::o 133.:..:::7 11.6. o:::: 98.::::: 75.71 29.49 6. 11 -(). ()(} (>" ()C> l c;:. 01 1.?.71 1,6. 4'/ 1 .:) • ·::;<::; 1'.:~1 l .... , .... , <· 22 .. :,. 1 ~··: , .. 1 ,--, r-, _,:: .• :;. .. )" c:-.:< :::. ·.)~ ~:: .. ();5 ~) .. (J(} 4. tJ: 2.36 ()" ()() j 7 .. 14 ROCK LOAD C THETA Ftangent Fradial N CHORD R 1 3E <H> (LEO \DEGS 1 ( LB > ( LB I ; Hi i ( Ii·l> ========= :======== ========= ========= ========= ='=~====== 8LDD: (;. (>(i 65.00 0.00 (>. ()(; BLOt: I< ~, L 41123.22 65.00 17379.43 35704.48 BLOCf::: :::;. 66.62 10098.36 23361.03 BLOCK l~ 29935.03 72.99 8756.62 28625.65 BLOCK t::' ,J 80.97 5383.31 33892.59 BLDCt::: \~) 21895.67 88.96 397.94 21892.05 Cf-;:Ol•JN CL (). (>(> 90.00 0.00 (). 0(; :::-.:========== F:··,1 = 1. 52721. • 62: CONSTRUCTION OF FORCE POLYGON TF: I f1L 1 TF: I (\L :: F: f.Y''{ .,:,, L PH ?-'1 (DEGS) ·-···-·-=::::::.-::::::::::::::::=::== F'1 3. 99 F2 7. 18 F3 6. 3~7 F4 7.18 FS 7.9:3 F6 s. o:::.' 80.00 186.(30 TF: If-il_ 1 (L.B) =:=====~==:= 8510. ::i7 1 ;5292. 53 135T:: .. 49 15292.:::.3 17010.81 10729.41.1 ========= ========= "l '" OF F:v ""' i; F:AD I AL \L.B) CJF F:v := F:?'iD I !-"il_--F ( I_B) ::::::::::::-.::::::=::::::::::::::::: 0.00 3570iJ .. 48 23:::.61.03 28625.65 3~::8'7>2. 59 ~218 1~2. f)5 :::::=:::::::::::::::==::::.:=::: -851(i. 57 20411 . s);_:; 9787. :sq. 1.3:333. 12 1.68:31. }8 11162. <..Sl ,:;;::; • <]. j =.::::::-::::-_-::-_-;:.-::::·::-::::::::: r~: I (.i._ 2 (!,_,p) ::=-.:-::::::·::~-::::.:::::::::.::::::::::::: 1 '1 i3 7 :: • 1:'.3 =~ ::::::::::-.:..::::::::::.: ::-::::::~ ·.),7<~fi 0.7 91 .:::::::::::::::::-:::::::::: (! .. ()() STONE & WEBSTER ENG CORP CALCULATION 15800-G(AKJ-35 !: t·-rr Pri :E F'UR:· Pd_. SET i! 2 -l•JF'. I IJT OFFS~~T l 7. 5 FT COMPUTATION OF STRESSES IN ARCH RIB RISE <H> M THRUST M MAX \IN) (L8) !U:.> ::::::::::: :::::=::: :::::::: == ::::: = ::::.::::::::::::::::::::=:::: :::.:::::: :::::::::::::: =-=::::::::-:::::::::::::~~~ ::::: :::-.:::::::·.:::::::·::;:=. ::~"!:::: BUJCI< 1-2 BLOD< 2-~:;. BLOC~< 3-4 BLOC~:: 4-:.'":.i Bl_OCI< 5-6 Bi._Cn:: 6-C:L (;. 791 0.504 o. ;so4 0.791 0.791 0.013 VERTICAL THRUST (Rv) ~ HORIZONTAL THRUST (Rh) LEG CHECKED AS A COLUMN :~~25715 14:.)649 1436lJ.9 2:--2571 ::,i AISC STRAIGHT Fa l J. o~·J,.:;..b l·=~ L.Er3 LEt,JGTH l:;:q yr-<:~ t ion Fr-·•_:.duced FOF:I•11JLr-i LINE ========= ========= 365.:)(; 259 .. 2C> :.:;. 47 :3166(> 259.20 IN ::::: .. 47 IN ~28'.:!1 85 F'S I l'11:=BENDT.NG r10i··1ENT AT SF'F::INGLINE, IN-L.BS Fl=STRESS IN LEG AT SPRING LINE, PSI dl=DEFLECTION OF LEG DUE TO MOMENT, IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fc=STRESS AT MAX DEFLECTION PT, PSI r11 F 1 ========= ========= 194115 38306 dl Me Fe ========= ========= ========= 0.259 326813 43055 AISC STRAIGHT Fallow/Fl Fred/Fc Fred/Fc ========= =====~=== ==~====== 19411'5 j_ :·::35~58 194115 l91.J.1.1 ~.5 ::ncq. ' Fi;CTC;F: :;:~iF=t::T···r ;:::· ::::: :;:::::::::::::.:=::::-..: J. .. s:::: .l :. / .. :.:: t=-PiCHJF: OF St,FETV (>. 95 0.74 v s. .e.-i (\ r -e. f( N'\ .e d u~J -e CHECK SIDE PRESSURE ON LEG TOTAL PRESSURE EACH LEG (W> - SIDE PRESSURE MOMENT CMh> = MAX DEFLECTION OF LEG (dl) = MOMENT AT DEFLECTION PT (Me) - STRESS AT DEFLECTION PT <Fe> FACTOR OF SAFETV <Fallow/Fc> = 432(). (H) LBS 78B55 I N--LBS 0 .. 1.26 HI 104241 I t-l-LB'3 20:::.18 :=·~:;I 1. 7!=3 te~ bolt STONE & WEBSTER ENG CORP CALCULATION 15800-G<AK> 35 DESIGN OF STEEL TUNNEL SETS o:::.et6pw. ~·Jk 1 .J.D. 1oi: r- HH PtKE P!JFH r:::.L SET #3 ·-\rJP. HIT OFFSET 21 . 5 FT GEOMETRY OF TUNNEL ==-=============== RADIUS TO NEAT EXC LINE HALF-P1F:C DELTA POST LEG HEIGHT :::::=:::::======.::::: HEIGHT OF ROet::: UNIT WEIGHT OF ROCK SET SF'ACING 0'JEF:BREt;~: SIDE LEG PRESSURE STEEL MATERIAL PROPERTIES STEEL SHAPE DESIGNATION ~'HDTH OF F:IB \•JEIGHT OF F:IB :fl I DTH OF t.tJEB TIE ROD DIAMETER SECT I ON t10DUUJS SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA GF:P:,DE OF STEEL MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR MAX BLOCK POINT SPACING UiLCULAT I ON =====::::::::::.;::::::::::::::::::=: MINIMUM NUMBER OF BLOCKS RADIUS TO NEUTRAL AXIS RADIUS TO NEAT LINE RADIUS TO OVERBREAK HALF-ARCH NEAT LENGTH SECTION AREA WITH HOLES ALLOWABLE STRESS WEIGHT OF FULL SET 27.51 ::::A. 29 1 '::t. 60 F'EET [)EJ".3F~i:::E:S rEET 12. ;:;o FEET 16~:;. oo ~=·cF 4.50 F[ET 8. 00 I f\ICHE:c3 50.00 1_;3~3/Ff t,JBX-51 3ECT I ;J!! 8. 00 I i\lCH:=:~'3 31. OG LEr3 0. ::85 I NCHE:S 27.50 CU ItlCH 9. 1 3 Sf) li,ICH :::; .• 4·7 H.ICHE:3 11 0. 00 I N·''A '5C> 1<~3 I 2'~74(>\) .. (>(} t<::;I (} .. 8<:. 0.£-36 5. 70 \) '?J2-(Q ~526. 12 330. 12 INCHES INCHES ~538. 1 2 INCHES 197.57 INCHES 9.13 SO INCH 36500 PSI 2224 LBS 27. H:i 2-;-. :::; i THRUST APPROXIMATION = ROCK PRESSURE * MAX OVERBREAK RADIUS 9281.25 F'SF 28.18 FT r-r"· ;-· "r r:::..:::.: STONE & WEBSTER ENG CORP CALCULATION 15800-G\AK>-35 INTAKE PORTAL SET #3-WP.INT OFFSET 21.5 FT COMPUTE ROCK LOADS FROM OVERBREAK SECTION BLOCK DIST THETA DELTA X-OFFSET ( IN) \DEGS) <DEGS) ( IN) l•JI DTH (Ii-I) F:: CJ C:< ;:· r-~: I :31··1 \FT> ========= ========= ========= ========= ========= ==:=====~ BLOCK 1 t·11 /2 BLOCf:: 2 t·12 /:3 BLOCf:: 3 BLCJCt:: 4 t·14/'3 BLOU< ~.5 t·15/6 BL_oo:: 6 r·.-16/CL C~:Dl-JN CL. ~.)20. 98 395. 7~7 428.55 55 .. 71 59.35 6~.::.. 00 6~3. ~34 t:.B. 69 71.53 7 ·+. :·.sa 78.02 81.67 85.31 88.96 89.48 90.00 7.29 5.69 c;· 'Q ...! • ·==> ' 7. ::::9 7.29 1. o~1- 190.49 1.72.35 15:3" :.:d 1 ~~:~l. ~;::6 122.88 l(l7.()9 91" ().•:1 48.99 27.62 6. 15 :::;. 07 -~) .. ()(l ~)" (!(} 1.E!.14 1H. t::.:t 1~5.1cl J. ~:; • ·::: '-~f 'I.(:J.()~ :·~~(j. 8{::J 21" j 7 2l. :::.·7 :21. <i8 .. ::. .. 1,_/ / 1.) .. (i(} .: . .>. , __ ,.:] ::; . ~.54 () .. ~)() 1~.3.87 ROCK LOAD C THETA Ftangent Fradial N CHORD R[SE (Hl ( LB) <DEG:3) \ L.B) \ LB > ' H·1> ( \ N) ========= ========= ========= :======== ==~====== -· ======= BLDC:f< 1 (i a()() (}. ~)(} (J .. ()() 8L.CJCJ< ~ Lf(i3J.7.21 65.00 17038.79 35922.75 8L.OCI-< ~.) 2418~3. 17 68. 6'i BLDG: 4 28~566. 91 74. :::.a BLOC~< 5 81.67 BLOC:!< ~, \-38.96 CF:OVJN CL 0.00 90.00 =======.:===== Ri = 14TS32.63 CONSTRUCTION OF FORCE POLYGON TRIAL 1 = 80.00 TF: I ~il_ 2 F~:f.:l Y i::)l_F'HP, \DEGS) 21 ~.5. 40 TRH~L 1 <LB) 8789.40 22531.50 7692.02 27511.83 4766.63 32551.15 :388. 29 21 ~~:61 . ~'Sl. (;. ()() (;. ()() "! ... ... ;. F:,:miAl_ (LB) OF Rv '" OF F:v ::::: F:ADI AL--F \LBl ....... _, / -~~-:, ··:!·-: ·-·~"·-'I •l 1 • •I· f:: .. () • af::.,(> 189. 1.1]. ( L_:8) ( L E~) ========= ========= ========= ========= ========== =====~=== F2 F ''C ·-· F4 F5 F6 3.64 7496.58 0.00 -7496.58 20184.54 6.49 13343.31 35922.75 22579.44 35926.87 5.69 11700.40 22531.50 10831.10 31503.33 6.49 13343.31 27511.83 14168.52 35926.87 7.29 14985.58 32551.15 17565.58 40348.66 4.69 9637.40 21361.51 11724.11 25918.69 ========= :=z====== ~ ::.":': ::: ::: ::: :=: = ~.:: :::: 34. :~9 70506. 59 ).) • (i(: '.). 1,_.1(.1 () n (Jt) V-·;· ()() Oa ()() STONE & WEBSTER ENG CORP CALCULATION 15800-G<AK>-35 INTAKE PORTAL SET #3-WP.INT OFFSET 21.5 FT COMPUTATION OF STRESSES IN ARCH RIB RISE <H> M THRUST M MAX ( 11'-J) (l_B) <LB) F'SI F:(!C:TUR F::PiFET·y ========= ========= ========= ======~== ========= BLOCK 1-:."2 BLOCf::: 2-3 BLOCK :.:::-4 BLOCK 4-5 BLOCf::: 5-·6 BLOCf< 6-CL 0.660 0.402 0. •l02 0.660 (J .. l:~b(t 0.013 VERTICAL THRUST (Rv) = HORIZONTAL THRUST <Rh> = LEG CHECKED AS A COLUMN 209334 12'7563 1.27565 20933.t.1- :"2ocr.:::~:::4 4274 AISC STRAIGHT FORMULA LINE ========= ========= Fi='!ll m·Jabl e LEG LENGTH F:gy1~ at i. on F·r·edueed 36500 235. 2(> 3. ~n 32419 :::.6500 F'SI 235.20 IN :3.47 IN 29954· F'S I M1=BENDING MOMENT AT SPRINGLINE, IN-LBS Fl=STRESS IN LEG AT SPRING LINE, PSI dl=DEFLECTION OF LEG DUE TO MOMENT, IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fe=STRESS AT MAX DEFLECTION PT, PSI rH F 1 ========= ========= 180028 41306 d1 Me Fe ========= ========= ========= 0.198 261275 441.90 r.,ISC Fallow/Fl Fred/Fe STRt1 I C~HT F!'"ed/Fc ========= ========= ========= F {;CTO!::;; 01:: SP,FETY 0.88 (>. 73 0.68 1(30028 10970<+ 109704 180028 1.80028 3675 CHECK SIDE PRESSURE ON LEG TOTAL PRESSURE EACH LEG <W> = SIDE PRESSURE MOMENT <Mh) = MAX DEFLECTION OF LEG (d1) = MOMENT AT DEFLECTION PT (Me) - STRESS AT DEFLECTION PT (Fe> = FACTOR OF SAFETY (Fallow/Fc) - 4410.00 LBS 73045 I N-LB':3 0.096 IN 90563 I 1'+-LBS 194:.)0 F'S I 1. El8 22684 1. b1 l. 81 1 .. 81 1. •. :S 1 v:!.. ,:, 1 :2" .2 <"\ STONE & WEBSTER ENG CORP DESIGN OF STEEL TUNNEL SETS set.6p~·J. ~<Jk l CALCULATION 15800-G(AK)-35 WP.INT OFFSET 26.0 FT GEOMETRY OF TUNNEL ================== RADIUS TO NEAT EXC LINE HALF-f-~HC: DELTP, F'OST U::G HEIGHT HEIGHT OF F:OU:: UNIT WEIGHT OF ROCK 0'../EF:BREAI< SIDE LEG PRESSURE STEEL MATERIAL PROPERTIES ==================m====== STEEL SHAPE DESIGNATION ~·JI DTH DF F: I B l•JE I bHT OF RIB L•JI DTH OF l•JEB TIE ROD DIAMETER SECT I ON 1·1DDULUS SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA GRf':mE OF STEEL MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR MAX BLOCK POINT SPACING MINIMUM NUMBER OF BLOCKS RADIUS TO NEUTRAL AXIS RADIUS TO NEAT LINE RADIUS TO OVERBREAK HALF-ARCH NEAT LENGTH SECTION AREA WITH HOLES ALLOWABLE STRESS WEIGHT OF FULL SET 5.58 281.24 285.24 ZS. Tl FEET :.:::6. s:::;. DEGF.EF:3 18.;51 FEET 12.60 16~.5.00 5. (H) 8.00 5\). (;~) FEET F'I:;F FEET INCHES 1->IBX::.t E>ECTIUN 8. 00 H·JCHES ::;1.C,(l LBS 0. 285 I HCHE'::S 27. 50 CU H·lCH 9. 1 3 St) I tlCH 3. 47 I f'-JCHE'::S 11 o. oo I r+ 4 50 1<~3 I 0.86 (; .. 8lS 40. 00 I HCHE'3 vsR--4; n-.~CHES INCHES r 29:3. 24 I 1-.lCHES 1::33. 35 I NCf·IES 9. 1 ::; SO INCH 36500 P~3I :2082 LB!3 THRUST APPROXIMATION = ROCK PRESSURE * MAX OVERBREAK RADIUS 10395.00 PSF * 24.44 FT -254019 STONE & WEBSTER ENG CORP CALCULATION 15800-G(AK>-35 INTAKE PORTAL SET #4-WP.INT OFFSET 26.0 FT COMPUTE ROCK LOADS FROM OVERBREAK SECTION BLOCK DIST THETA DELTA X-OFFSET \IN) \DEC~S) \DEGS) (IN! !,.J IDT:1 (Hi> :~·CJCJ< F'F: I Si·1 <. FT > ========= ========= ========= ========= =======~= ~c=:====== BLOCf::: 1 1'•11. /2 BLOCK 2 1'•12/3 BI_OCf< 3 1'•13/4 BL.CiCK 't M-:l/5 f3LOCf ~5 1'•15/6 BUJCK 6 M6/CL CF:mn·l CL 264.70 304.70 ~.)33. 38 362 .. (>5 402.05 i:j.LJ-2. 05 448.05 53. 17 ;:;7. 19 61.20 64.08 66.97 69.85 72. 7~3 76. ]ij. 80.76 84.78 88.79 ~39" 'h> 90.00 8" o::::. ~i. 76 5.76 8. o:s 8.03 1. 21 175.78 J.58.C](i 141.. :25 1.28. J.,:) 114.74 1.01.04 r37 .. ()L~ ~26 .. :~9 6. 17 ::::.08 c~. C>() 1 ~::. ..• y; l ~~;. 41 1 :::. " ·-.:-() 1 i. :J:.:. :::u. l.b -~:.. ' . ..' ::j .•.. d::.: ···, .·-, .... ) :_" _,;__, __ () • (H) 1 ,:~ ,, 65 FWU< LO{'.D C THET~; Ft,~ngeni: Fr-adial 1'-1 U-iCJPD ~~·rc:;!:_:: (H> (LB) \DEGS) (LB) \LB> ·Ii!) !.!!) ========= ========= ========= ========= ==:====~~ ·-======= BI_DCK 1 0.00 6:=:-r. ()() (). (>(> 0.00 BUJCI< 2 65.00 1.7434.54 36l52.LJ.q 23l.J.91.. (36 66.97 BLOCI< 4 29271.51 72. ;:.:;. Bi_OCI< r.:- .,_} ~5513~). 8(> 80.76 BL_OD< 6 :38.79 CF:Dl'JN CL (J. (>(i 90.00 ========== Fh' ::: 1522 . .S9. 95 CONSTRUCTION OF FORCE POLYGON TRIAL 1 = 80.00 TRIAL 2 -197.40 RAY Fl F2 F3 F4 ALF'Hr; <DEGS) ========== 4.02 6.90 t:' -'! L .._). i •::) 6.90 8.03 5.22 TFdf'.'IL 1 <L8) =======::::::=: 853'7. 55 1.4655.87 1:2241.70 14655.87 17068.60 1.1099. El4 ========= ========= :::.;6. 83 78261 '43 9192.20 21618.77 8692.27 27951.13 5640.94 34674.96 486.34 2:.)117. 01 0.00 (). ()() OF Rv '"' "l /a F:AD I AL (LBI OF F:v = RADIAL-1:::- (LB) ========= 0.00 :::6152. 49 21618. n 27951. 1 :.::. 34674.96 ::3117. 01 =========::::: -85~~9. 5:=j 21496.62 9:57'7.07 1 ~',...)C)c:" ..., • ·-•...:... J ..__t. j_b 1.2017.17 =::=::::::=:::."":::::::::::::::.:::;:::: r t ::2 J ~-=~ :l 6 L_ ~-:::. ~-=; ~~:. ,") () ~; ::::: 1 L. r:: .::::, T f< I :O::.L. ~;:· <u.::; l._J •. ~· ::J::.~ (!" Col /J ( ~--J3) :::::::=::::::::::::::=::::::=:··::: ···::·:::::-:::::-.:::·.::::::::::-.:::::::::::: "2l.07l.. :~;~::: :::.616:). ::,.J ~;.()2i)[, .. ~~-() ::;6 j 63. ::::6 4211.S.7h :::::::::::::-.::::::::::::-..::::::::-· 1 9:31 l •)" u 7 0. 0(! C· .. (H) (1 • .:)(; c~ n ~)(> STONE & WEBSTER ENG CORP CALCULATION 15800-G(Akl-35 INTAKE PORTAL SET #4-WP.INT OFFSET 26.0 FT COMPUTATION OF STRESSES IN ARCH RIB ..... _ ... , .... ''''i•··it:.\:::. .::\ RISE (H) r·'1 THF:U~3T r·1 1'1PtX ':}Ti;.:E~~::;~:; f=t,CTUr~: (IN) ( LB) ( L..B) ;:>:3 I ~::ir:-,:==FT\ ========= ========= ========= ==~====== ~~===~=== BLOCI< 1-2 BLOCf=:: J•H, ":'' ..:.:..-.~· BUJC::f::: :::::-4 BLOD< 4-:'.:i BUJCf< 5-·6 BL.OCK 6·-CL 0 .. 691 (!. 355 (> .. 355 0.691 0.691 0.016 VERTICAL THRUST CRvl = HORIZONTAL THRUST (Rh> - LEG CHECf<ED AS A COLUMN 1 (i6'78:~ 10678~2 207716 20771.6 46T:S 29984~~ 299::::.~:::3 AISC STRAIGHT FORMUU-'1 LINE ========= ========= F.;1l 1 o~'1ab l e LEG LENGTH R•~vl"·<::~ti on F'reduced 365(H) :222.13 3.47 328LS 222. 13 IN ~::. •. q7 IN ::SO-'t42 f="21 Ml~BENDING MOMENT AT SPRINGLINE, IN-LBS Fl=STRESS IN LEG AT SPRING LINE, PSI dl=DEFLECTION OF LEG DUE TO MOMENT, IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fc=STRESS AT MAX DEFLECTION PT, PSI ========= ========= d1 Me Fe ========= ========= ========= 0.175 209920 40475 AISC Fallow/Fl Fred/Fc EiTF~AI GHT Fred./Fc ========= ========= ========= F·r~cTm-;: OF ::::J;FETY 0.81 (? l $33::::, l/86::::/:l CHECK SIDE PRESSURE ON LEG TOTAL PRESSURE EACH LEG (Wl - SIDE PRESSURE MOMENT <Mhl = MAX DEFLECTION OF LEG (dl) = MOMENT AT DEFLECTION PT (Me) - STRESS AT DEFLECTION PT <Fe> - FACTOR OF SAFETY (Fallow/Fc) - 4627. 7~5 LB~-3 72::::-.r.:r::: I N--L82 0.085 IN 8810:3 I N·-LBS 19::392 f::.s I ::::~:1]<; '~:uu 17 j. ::32 vi. .. :-;::3 1.. '5f:3 .:~ .. j 7 STONE & WEBSTER ENG CORP CALCULATION 15800-G(AK>-35 DESIGN OF STEEL TUNNEL SETS set6Pi·>J. v.!k 1 J.D. # 15800.08 INTAKE PORTAL SET #5-WP.INT OFFSET 31.0 FT GEOMETRY OF TUNNEL ================== RADIUS TO NEAT EXC LINE Ht':\LF---?'iRC DELTr; POST LEG HE I C:JHT FOCV UJADS HE I \3HT OF ROCK UNIT WEIGHT OF ROCK SET SPACING CNERBREAI< SIDE LEG PRESSURE STEEL r·1f.HEF: I AL PROPERTIES ========================= STEEL SHAPE DESIGNATION vJIDTH OF RIB viE I GHT OF R I B ~~I DTH OF t•JEB TIE ROD DIAMETER SECT I ON 1'10DULUS SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA GRf~DE OF STEEL MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR MAX BLOCK POINT SPACING cm_CUUHION MINIMUM NUMBER OF BLOCKS RADIUS TO NEUTRAL AXIS RADIUS TO NEAT LINE RADIUS TO OVERBREAK HALF-ARCH NEAT LENGTH SECTION AREA WITH HOLES ALLOWABLE STRESS WEIGHT OF FULL SET 5.59 281..24 285.24 :2~~;.. ~r·7 FEE·r :::;.:-.:;. 16 DEC3r.::·.EE'3 17.07 FEET 5. (H) 8.00 5(). (>~) .-.-,_ ..... r r t:t: 1 IliCHE:::l LB~)/FT l.>JB:c:; 1 SECT l DN 8. 00 Ii·lCHE::S 31.00 LBS 0. 2fJ'3 I tlCHE::; 0. 000 I i~CHE:.S 27 .. 5(, CIJ I 1"-l(~~-1 9. 1:3 SD I ~<CH 3. 4 7 Ii·~CHC3 11 0. GO I 1\1 · 4 50 I<SI 2'7'400. CH) i<S I 0. (36 0. 8 .. -s ::::6 .. 00 I !·iCH[ :; INCHES INCHES 293.24 INCHES 165.08 INCHES c:;. 1:3 SQ INCH 36500 F'SI 1899 LBf::l THRUST APPROXIMATION -ROCK PRESSURE * MAX OVERBREAK RADIUS * 24.44 FT STONE & WEBSTER ENG CORP CALCULATION 15800-G AK)-35 INTAKE PORTAL SET #5-WP.INT OFFSET 31.0 FT COMPUTE ROCK LOADS FROM OVERBREAK SECTION BLOCK DIST THETA DELTA X-OFFSET ( Ii'D \DEGS) \DEGS) ( HI! l:l I DTi ! .-.l.,!) ~· . .I.. .. ::.·- ========= ========= =====~=== ========= ========= ========= BLOC!:. 1 rH/2 BLOC!< 2 t·i2 ./ ::. f:tLGCf:: ~; BL.OU: .q. !·1ll-/5 BLOU: 5 t.,'15/6 BLDCI< 6 1'16/CL CRmJN CL E'l_[l[:f: 1 f~L.lJC:i< 2 BLOC!< . ..;. BLOD: 4 Bl_OC!< :5 BLOC!< 6 CF>:Ol.JN CL. 2B2.97 ~)18.97 :::::44.51 406.05 442.05 448.05 56.84 60.46 64. Cl':;r 66. 6'l 69. ~20 7:1. .. 77 7q.33 77. 9':5 81.56 85 .. 18 88.79 89.40 90.00 -, <'""1'":1' ; " ,::. .... ;, 5 .. l ~3 f --~'":'!' ; ... :..·-· 1. 21 LSO. 40 144 .. 60 128.22 l. 16. 2''9 104. :l. ~:: 9J.. 75 7'7'. l 4:~:.. 02 :24.64 6.17 ROCK LOAD C THETA Ftangent Fradial tLB) (DEGS) <U.n (LBJ =====-~== ========= ========= ~======== (>. l)(J 65.00 (>. ~)(> 65.00 14481.60 30817.09 69.20 6769.01 17821.18 23710.69 74.33 6403.28 22829.69 81.56 4169.86 28114.35 191·"!5.3:2 88.79 402.69 19141.08 0.00 90.00 0.00 ========= CONSTRUCTION OF FORCE POLYGON TRIAL 1 = 80.00 OF F:v ::::: TRIAL 2 -229.40 OF F:v = 12. L .l :.::." j d .. 2 t ,j ,.,,. .--. ~. .. .. : .. :. >:J :~: .. :;. GEl SUt1 " N C:.HCJ!:;;D ( I i\l ::::;:::.,. 4'7 ( f:~LF'HP1 \DEGS> Tf=:: I I'~L 1 F:F1DIAL (l.B) RADIAL-F TRIAL 2 ( l.B) (L.B) \LEi ::. 68 l 3. T/ 0. tb ;c::, F :~1D T. {-iL (Lj3) ---========= ========= ========= ========= ====~=~== ~=:~===== Fl 3.62 6289.63 0.00 -6289.63 18035 .. 51 0.00 F? 6.18 10748.60 30817.09 20068.49 30821.61 0.00 F3 5.13 8923.30 17821.18 8897.88 25587.57 0.00 f=-£1 6.18 10748.60 228:.7~9.69 120E1.09 :::.c821.l:::,l ~.~.oo F5 7. 23 1 :~~t·7:~. 99 2~311 ··:f .. 35 :l5541 . :35 ::~6()5:3" ().~ ~),. (H) F6 4.82 8385.09 19141.08 10756.00 24044.24 0.00 ========= ========= T:L 16 57 668. 22 STONE & WEBSTER ENG CORP CALCULATION 15800-G!AKl-35 INTAKE PORTAL SET #5-WP.INT OFFSET 31.0 FT COMPUTATION OF STRESSES IN ARCH RIB RISE <H> M THRUST M MAX ( IN) ----------.. ---------- BLOC!< 1-·-2 0. 560 BLOD< 2-3 o. 282 BLOC!< 3-4 0. :282 BLOCf::: 4-5 (l. 56(> BLOD< 5--.:S (}. 1."::' , .~. '-H:::>U BLDCK 6-CL \). 016 VERTICAL THRUST CRv) = HORIZONTAL THRUST CRhl = LEG CHECKED AS A COLUMN CL.B> ========== 160017 80561 80561 160017 160017 •tll-46 AISC STRAIGHT FORt,1ULA LINE ========= ====~==== f.:' all Ol?Jab 1 F? LEG LENGTH Rqyr-ation f::"r-educed 36500 204.84 33319 36500 PSI 204.84 IN :3.47 IN 310'+5 PSI Ml=BENDING MOMENT AT SPRINGLINE, IN-LBS Fl=STRESS IN LEG AT SPRING LINE, PSI dl=DEFLECTION OF LEG DUE TO MOMENT, IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fc=STRESS AT MAX DEFLECTION PT, PSI ====~=a== ========= d1 137bH· 36313 0.115 ======-==== 135<).72 Fe _______ .. __ ----------- 36158 ?HSC Fallow/Fl Fred/Fc s-mAIGHT Fl'·ed/Fc ========= ========= ========= Ff.'iCTOP DF Sf'1FETY 1. 01 (1. 92 0.86 4267.50 LBS (LB) 137614 69282 69282 1:3761<+ l :::;7 61·q CHECI< SIDE PRESSURE ON LEG TOTAL PRESSURE EACH LEG (W) = SIDE PRESSURE MOMENT (Mh) = MAX DEFLECTION OF LEG Cd1l = MOMENT AT DEFLECTION PT <Me) STRESS AT DEFLECTION PT <Fe> FACTOR OF SAFETY (Fallaw/Fe> 61560 IN-LBS 0.061 IN = 70:282 IN·-LBS = 16204 PSI -" '"'"" ,::. • ..:;.,J STRESS PSI 1 E36':5:2 1616~3 l61.':lB ' ··~···;<;-,···;< L ·-~' / C· / 1. 96 .-~ .·-, ·' • .::. & .;::;.(::> 1. 96 STONE ~ WEBSTER ENG CORP DESIGN OF STEEL TUNNEL SETS r:::.et~Jt:lW.wk1 CALCULATION 15800-G(AK>-35 J.D. # 15800.08 INTAKE PORTAL SET #6 WP.INT OFFSET 36.0 FT IN GEOMETRY OF TUNNEL ================== RADIUS TO NEAT EXC LINE Hr~L.F-P1RC DEL. T p, POST LEG HE I GJ-!"r HE I C:lHT OF ROCK UNIT WEIGHT OF ROCK SET SPACING 0\iERBF:EAi< SIDE LEG PRESSURE STEEL MATERIAL PROPERTIES ========================= STEEL SHAPE DESIGNATION t•JIDTH OF RIB \•JE I C3HT OF RIB \IJI D'!H OF l•JEB TIE ROD D If.":1METER SECT ION rHJDUL.US SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA C3f=::r=1DE OF STEE:L MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR MA~ BLOCK POINT SPACING CALCUU;T ION MINIMUM NUMBER OF BLOCKS RADIUS TO NEUTRAL AXIS RADIUS TO NEAT LINE RADIUS TO OVERBREAK HALF-ARCH NEAT LENGTH SECTION AREA WITH HOLES ALLOWABLE STRESS WEIGHT OF FULL SET i 8. 28 Ff..:::ET 16. 5~S Ft-:C:T 10.40 FEET 165.00 PCF 5. 00 F--EET 8. 00 I l.iCHE:3 10.00 LBS/FT ~·J8X31 SECT I :JtJ 8.00 INCHES 31.00 LB;:; 0. zg:_::. I !tCH\::0:5 0. 000 H!CHE: S 21'. ~!0 CU I iiCH 9, 1 ::;. SU I I\ICH 3.4-7 INCHl::.S 110.00 H•l A 29·4(H),. (i(J t<S I 0.8b 0.86 42.00 INCHES 4. 68 t) 'y(..-c:s 215.36 INCHES 21 9. 3t:, I t··JC:HES 17. '1'.3 F:::t::T 2:27. 36 INCHES 154.44 IHCHES 9. 1 :::;. SG! INCH 36500 F'S'i I 1808 L.BS r 18. 28. F t.CET l2.d7 r-· ,. ... ;-·· .. , .. r· ;:::. ;:-,:, : THRUST APPROXIMATION = ROCK PRESSURE * MAX OVERBREAK RADIUS D5f30. 00 F'SF * 18.95 FT STONE & WEBSTER ENG CORP CALCULATION 15800-G!AK)-35 INTAKE PORTAL SET #6-WP.INT OFFSET 36.0 FT IN COMPUTE ROCK LOADS FROM OVERBREAK SECTION BLOCK DIST THETA DELTA X-OFFSET WIDTH ROCK PRISM BLOCf< 1 t·11 /2 BLOCi< 2 1"12/3 BLDCf:: :::;: r·rs/ 4 BL'JCf::: 4 !"•14/5 BLOC~ 5 t1~"i/CL. CF:DL>JN CL. BLOCK 1 Bl..OCI< ,.;:: BLC.1Cf:: ::::: BLOCf< 4 BLOCK r:-,; CRDI.JJN CL ( H~> <DEGS) <DEGS> \IN) ( HlJ (FT) ========= ========= ========= ========= =~======= =~=~===~= 190.1:.::: 232.13 296.57 :.:::38.57 344.57 49.66 55. 15 60.6:3 64.84 69.05 7:3:.25 77. lt6 82.95 88.4:3 89.22 90.00 10.97 8.42 8.42 1 .-. q~ ~) • r / 1 r:::-·~ • ~I 147.1fJ 129.'74 111.51 96.67 81.:31. 65.51. ·19. :;~5 27.91 6 .. 2~2 "3. 11 0.00 17.24 18. i::.;:; ULf34 j :'i. -:;;6 1.5 .. ::;o lb. 1 2l" :3. l 1 3 .. 11 SLWI "" ~). ~)() •L 2i •••.•. 1 ,...,. .. > o-. -~ -• ..:• ·-:~ ··:; . ·-· ·-·' ROCK LOAD C THETA Ftangent Fradial N CHORD RISE (H) (LB> CDEGS> (LB> (LB) (IN> (IN ========= ========= ========= ========= ========~ ==~====== 0.00 65.00 0.00 0.00 4 i." 17 36112.88 65.00 15261.96 31471.38 31.bl i). '::81 22279.76 4 69.05 7967.50 20806.41 31.61 '). :sal 26879. o::. 77.46 5834.80 26238.09 19958.56 88.43 545.84 19951.10 5.89 0 •" (12() 90.00 0.00 ()" \)(~ ========= F:,,~ = 105230. 23 151. •VI CONSTRUCTION OF FORCE POLYGON TRIAL 1 = 80.00 % OF F:v = TEIAL 2 = F1 F'} i=:::: F4 F5 f.~LPHf-i (DEGS) ======::::::::::::;:::: 5.49 9.69 8 • .<.'\.2 9.69 7.05 177.00 TRIAL 80% RADIAL. <LB> ( L.B I OF F!v '= RADII;L-F (LB! ========= ========= =======~= 8056.13 0.00 -8056.13 14225.17 31471.38 17246.22 12354.76 20806.41 8451.65 14225.17 26238.09 12012.92 10355.30 19951.10 9595.80 ==~=~==== ========= 84184 LE::;: :L E36::~-:;E5 L.E{~::· 178:An1'7 314T5. 1!3 1/l-73. 18 2291.1.10 ~ c~~) ·:). ~)() (J .. ()(i .,_..r() .. ()() t:) ll 0(1 STONE & WEBSTER ENG CORP CALCULATION 15800-G(AK)-35 INTAKE PORTAL SET #6 WP.INT OFFSET 36.0 FT IN COMPUTATION OF STRESSES IN ARCH RIB RISE CH> M THRUST M MAX ( HD <LB) (LBI STFES3 F"31 ========= ========= ========= ========= ===~===~= BL.DCI< 1-rj BLOCK ::~--3 BUJO:: 3-4 BLDG< 4-:5 BLOC!< 5-CL 0.9136 0.581 0.581. 0.986 (l. (J2() VERTICAL THRUST (Rvl = HORIZONTAL THRUST (Rhl LEG CHECKED AS A COLUMN p,rsc FORMULA F E:<.l l o~·1ab l e LEG LENC-HH c-:..ti.on Fr-educ:ed ----------,_,_.. ______ ......... 56500 198.::::6 53501 18:3:671 108139 10B139 183671 :3751 STF:AIGHT LINE :365(H) F'S I 198.36 IN :5.4-7 Il\1 31258 F'S3. 1·11 ,, BEI'·ID I NG 1"'10tTIENT (4 T SF'F: I NE?L I NE, I N--LBS Fl=STRESS IN LEG AT SPRING LINE, PSI dl=DEFLECTION OF LEG DUE TO MOMENT~ IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fc=STRESS AT MAX DEFLECTION PT, PSI 1''11 F 1 1.5~7957 92999 92999 157957 } 49i>f:3 14908 1 )'2":70 1 1 /::;4 ~; ========= ========= =====:=== ========= ========= 1::.7957 26144 0.123 121822 24737 f~ I :3C STF:f'~ IGHT Fallow/Fl Fred/Fc Fred/Fc ========= ========= ========= F r:),CTOF( OF S::;FETY 1.40 1. 35 CHECK SIDE PRESSURE ON LEG TOTAL PRESSURE EACH LEG (W) - SIDE PRESSURE MOMENT <Mh> = MAX DEFLECTION OF LEG td1) = MOMENT AT DEFLECTION PT <Me> - STRESS AT DEFLECTION PT (Fe> - FACTOR OF SAFETY (Fallow/Fcl - 1. 26 826.50 LBS 11545 I N-L.BS 0.011 I~..J 12804 I I\1-L_BS 11991 PSI 3.04 2" 11 ;:•. 4':.=i • 4~"j STONE & WEBSTER ENG CORP CALCULATION 15800-G(AK)-35 DESIGN OF STEEL TUNNEL SETS <::.;et 5p\'J. \.<J k 1 ~.u. # :5800.08 23-Apr-87 10:32 AM INTAKE PORTAL SET# 7-WP.INT OFFSET 41.0 FT GEOMETRY OF TUNNEL ==·==~============ RADIUS TO NEAT EXC LINE Hr:lLF-f..)F:C DELTA POST LEf.3 HEIGHT HEIGHT OF FWCK UNIT WEIGHT OF ROCK SET SPACING O'.JERBHE~1~::: SIDE LEG PRESSURE STEEL MATERIAL PROPERTIES ========~~=============== STEEL SHAPE DESIGNATION l•HDTH OF F:IB \'JEIGHT OF F:IB ~<JI DTH OF I;JEB TIE ROD DIAMETER SECT I ON t1C.1DULUS SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA GRf..\DE OF STEEL MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR MAX BLOCK POINT SPACING CALCULATION MINIMUM NUMBER OF BLOCKS RADIUS TO NEUTRAL AXIS RADIUS TO NEAT LINE RADIUS TO OVERBREAK HALF-ARCH NEAT LENGTH SECTION AREA WITH HOLES ALLOWABLE STRESS WEIGHT OF FULL SET 18. 28 FEi=~T :S7. 00 Dl:::\:JF:EES 1~5.59 FE::ET 9.90 FEET 1 b5. 00 F'CF 5. 00 f::EET 8. 00 I t\ICHES 10.00 LBS/FT ~'J8X~) 1 E}ECT I Ul'J (3. 00 I rlCHE'.3 31.00 LBS 0. ~~85 J:l\ICHE<3 (J. (H)(: I l"·~C:HES 27 .. 5C> C~tJ I f\lC:i-i 9. 1 ::::; SC) Ii·JCH 3. 41-7 I NCHE'3 110.00 IN···4 5(J t<S I 294(H) .. (H) r:::s I Ci. 86 O.E6 ::::;g. 00 I t'-1CHE3 4.73 u~S 215.36 INCHES 219.36 INOiES 227 .. 36 INCHES 141.66 It'JCHES 9.13 SQ INCH 36500 PSI 1685 LBS 1 7 .. c;:~s F::::~ET r l8 .. 28 F'E:F::·r 1 • c;-:':_; FT::ET THRUST APPROXIMATION = ROCK PRESSURE * MAX OVERBREAK RADIUS 8167.50 F'SF ·i*-18.95 FT STONE ~ WEBSTER ENG CORP CALCULATION 15800-G(AI >-35 INTAKE PORTAL SET# 7-WP.INT OFFSET 41.0 FT COMPUTE ROCK LOADS FROM OVERBREAK SECTION BLOCK DIST THETA DELTA X-OFFSET (IN) WEGS> <DEGS} \Hll l,.lj I [I Tl~i ([f',i) ::;;u;:::i< F'P I ':'3i·l <FT} ========= ========= ========= ========= ======~== ========~ BLDCf: l 1''11 /2 BLLlCK 2 1'12 /:3 BLOC!< 3 1'!3./ 4 BLOCf 4 114/5 BLDU< ~.:; 1"15/CL CF:Di'JN CL 202.'=/1 240.91 270.74 3(1() .. ~~7 344.57 57~ 9/::> 62 .. 9:3 66. ti2 7~). 7~2 74.61 78.~i1 8:3.47 88.4:3 89.22 9(J. ()() 7.79 1. :57 1 :::;6. d::. 1:~0. 61 103.48 89.49 /~(~. M~:::::; 4::;. ~~0 2~~. t36 3. 11 16.22 jf'.Lc, 1 ::;; "9'1 :l L\. 41 l. 4 .. ··r<: 1 ~••• ... u:~: 1 s:," 44 l9. 61.\. ~:. l l ::::. 1 ~3Ul'l ~: ()" (;\) .9l 11 . l'~(J ROCK LOAD C THETA Ftangent Fradial N CHORD RISE <H> (LB> \DEGS) (LB> \LB! ( HJ:. I ·J> BLOCf:: 1 t). ()() 65 .. ()() (). (!() (J. t)(} ··-:·i r:: L ·-·' t • ..,; .• \,...: (! .. 8(>~' BUJCV ..::: 65.00 13616.61 28688.85 <""./-'\-.r-·, I .r:.:: ··: .. ....::: (~"J BLCJCI< 3 19846.40 7(). 72 6554.15 18732.93 BU1CI< 4 23464.94 78.51. 4675.18 22994.48 BLDG: 5 17598. o::::. 88.43 481.29 17591.44 "t)2() 0.00 90.00 (>. (>(; ========== F~\/ = CONSTRUCTION OF FORCE POLYGON TPIAL 1 80.00 ~·: OF F(v· = /,'!5o::; ;_E<:i TRIAL 2 = 199.50 % OF Rv = 18579= LBS RAY ALPHA TRIAL 80% RADIAL RADIAL-F TRIAL 2 RADIAL sun = WEGS) (L8) (L.Bl \LBl •;t_E'i i.LB Fl 4.96 6451.12 0.00 -6451.12 16087.49 F2 8.86 11.507.09 28688.85 17181.76 28695.81 F3 7.79 10123.03 18732.93 8609.89 25244.32 F4 8.86 11507.09 22994.48 11487.39 28695.81 F5 6.53 8486.38 17591.44 9105.06 21162.9l ========= ==~====== 37 .. (H) 48<)7 4. ~12 () .. \)(} ,_:; .. (H) L/).00 (1., (H) STONE & WEBSTER ENG CORP CALCULATION 15800-G(AK)-35 INTAKE PORTAL SET# 7-WP.INT OFFSET 41.0 FT COMPUTATION OF STRESSES IN ARCH RIB RISE (H) M THRUST (IN> (L8) BLDG< 1-2 BLOCV 2-3 BLOC!< :.·--4 BLOCK 4-5 BLOCI< 5·-CL =====:==== 0.807 0.498 0.498 0.807 (i .. (12(; VERTICAL THRUST CRv> = HORIZONTAL THRUST <Rh) = LEG CHECi<ED AS Fall ovJab 1 e LEG LENGTH at ion Freduced A COLUI'11\1 AISC FORI'1ULA --------------.. --.. -........... 36500 187.06 3. ~17 . .:; .. .::.BUS ___ ..... _, _____ _ ·--···-------- 149997 9244-4 92444 1499'·:n 3742 STRAIGHT LINE ========= 36500 187.06 3.47 3i614 Ml=BENDING MOMENT AT SPRINGLINE, IN-LBS F1=STRESS IN LEG AT SPRING LINE. PSI dl=DEFLECTION OF LEG DUE TO MOMENT, IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fc=STRESS AT MAX DEFLECTION PT, PSI t·1 NAX <LB! PSI IN IN F'SI 1:?8998 79501 79501 128998 STF:ES3 P~3 I 14\3'? 1 1 ~3()91 J. . .::,\.!'71 1 iJ.8S'1 l(/317 M1 Fl dl Me Fe ========= ========= 128998 25040 p,rsc Fallow/Fl Fred/Fc -------------·~·--·--M---===-=====:== FPtCTOR DF SP:FETY 1. 46 1. 42 CHECK SIDE PRESSURE ON LEG TOTAL PRESSURE EACH LEG (W) SIDE PRESSURE MOMENT <Mh> = MAX DEFLECTION OF LEG (dl> = MOMENT AT DEFLECTION PT (Mel STRESS AT DEFLECTION PT CFe} FACTOR OF SAFETY (Fallow/Fcl = = ::::: ·- ========= ========= ========= 0.090 95890 23760 STR?'1IGHT Fr-ed/Fc =======:.::::= 1. 33 779.40 10267 0.009 11128 10605 3.44 r LBS IN-LBS IN IN-LBS PSI F(;C;TOP '3P,FEPt' STONE & WEBSTER ENG CORP CALCULATION 15800-G(AK>-35 DESIGN OF STEEL TUNNEL SETS ~;;r.::-t5pt'J.l•\lk J. J.D. ~ 15800.08 , .. ·-B 7 1 U: ·::.·x r,l,1 INTAKE PORTAL SET #8-WP.INT OFFSET 46.0 FT GEOMETRY OF TUNNEL ==~==============a RADIUS TO NEAT EXC LINE Hf-1L .. F -.. ARC DELT{:, POST L.EC3 HEIGHT HE I GI---lT OF FmD< UNIT WEIGHT OF ROCK SET ;-:;pr:,c I hiG D'·)EF:BRt::AK SIDE LEG PRESSURE STEEL MATERIAL PROPERTIES :======================== STEEL SHAPE DESIGNATION tHDTH OF FUB ~'JE I GHT OF R I 8 ijJI :JTH i:JF l>'EB TIE ROD DIAMETER SECT I ON t10DUL.U~3 SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA DR1~1DE OF STEEL MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR MAX BLOCK POINT SPACING C?iLCULATIDN MINIMUM NUMBER OF BLOCKS RADIUS TO NEUTRAL AXIS RADIUS TO NEAT LINE RAGIUS TO DVERBREAK HALF-ARCH NEAT LENGTH SECTION AREA WITH HOLES ALLOWABLE STRESS WEIGHT OF FULL SET 4.80 :215 .. 36 21'7'. ~~.6 227. ~:)6 129.37 9. 13 18. 2~-3 FEET :--::;:~;. 79 DEC!F~F.E~S 14. 6:;5 f~'Ef.::T 7. 70 FEET 165.00 PCF 5. 50 FEE.T 8. 00 I NCHE~3 10.00 Lm3/F": ~I!BX:51 SECT I Dr! 8.00 I!lCHEE :31. 00 LBS 0. 28'::.; I NCi_:E3 0.000 INCHEE 27. '.SO CU INCH 9. 1 :3 SD I '·!U-i 3.47 INCHE':3 11 0. 00 It·~··· ,1- 5() i<S I 29400.00 ;-:SI 0.86 :34. 00 I NCHE~3 l)c...,f._ s Ii'lCHES INCHES INCHES INCHES SQ INCH 36500 PSI 15f.J4 LBS THRUST APPROXIMATION -ROCK PRESSURE * MAX OVERBREAK RADIUS 18.95 FT F·Er.::·r ':"EE ~ FI::ET FF..::ET STONE ~ WEBSTER ENG CORP CALCULATION 15800-G(AK>-35 INTAKE PORTAL SET #8-WP.INT OFFSET 46.0 FT COMPUTE ROCK LOADS FROM DVERBREAK SECTION BLOCK 1 1·11 /2 f3UJCK 2 i•12F.::: BLOC!-:: 3 1·13/ ·+ .BLDG •1 t'14/5 E<LOCt:: :::; r·151CL CF:OvJN CL BLOCK DIST THETA DELTA X-OFFSET ( IN> <DEGS > <DE:GS) ( H-.D ========= ========= ========= =;E:===== ~215. :::o 2!:1-9. 20 276.89 3()4., 57 ::::.38.57 ~56. 21 60.65 65.09 68.71 72.32 75.94 '79. 55 8~5. 99 88. 4:5 89.22 90.00 8.88 7 .. 23 8.88 1. 57 126.45 1.11.44 95.76 82.57 69.04 55 ill :25 41. T) 23.80 6 ·::·'/ ~). l. 1 0.00 l'J I DTH , ..... !"• \ ll•U (!,. (1\) 1. '5. l 1::::. :30 14. 1 ) • ']..~: 11. ;::u :~: . l l 5. 1 l SUI'i "' ··. '".'C .: .. " _,;_ \_· 1 '..:'54 ROCK LOAD C THETA Ftangent Fradial N CHORD RISE (H) \LB} \DEGS> \LB> lLB) (IN/ t. Hi> ========= ========= ========= ========= ========= =====~=== .dUJCl-:. 1 0.00 65 .. (>\) 0.00 i) ~ l.)(} BUJCr: ~:-~ :?55~5 1. 80 65.09 10762.01 23174.85 BUJCI< 3 15908.70 4831.1.1 15157.41 BL.OCV >:t 18:31·<+. 61. 79.55 3321.17 18010.96 BLOCf< .:: ,j 13856.21 88.43 378. 9~5 13851. o:s CF:O\I.JN CL o.oo 90.00 0.00 (i" (H) ::-.::========== ;::::.631. 32 CONSTRUCTION OF FORCE POLYGON TRIAL 1 = 80.00 % OF ~:v := 5F>t:;:'(i5 l.E~t:J t 6:.:,!()()8 t_B~:3 TEIP,L 2 = F:A .. 'r' f::,LPHl~ \DEGS) F . l F2 F ·~ ·-· F4 F5 4.44 !3.06 8. ()6 6.01 224. 10 ~': TRIAL 80% RADIAL (LB) (LB) OF F:··.t = HADH~L--F (L8> ========== ========::::::::: =::::.::==:::-.::==== ( Ll3) 4563.89 0.00 -4563.89 12784.60 8275.15 23174.85 14899.70 23180. 6 74:28.94 15157.41 7728.47 20810.31 8275.15 18010.96 9735.81 23180.76 6173.39 13851.03 7677.64 17293.22 33.79 34716.52 •, L~9 ! ~} • '·.···' .. · . .'>•.) () ,, ()() SfONE & WEBSTER ENG CORP CALCULATION 15800-G<AV>-35 r-·':.:;Gt~ . 1..../l) --.f-.. --~·· INTAKE PORTAL SET #8-WP.INT OFFSET 46.0 FT COMPUTATION OF STRESSES IN ARCH RIB RISE <H> M THRUST M MAX (IN! (LBl \I_B> STRESS PSI =====~=== ========= ========= ====~==== BUJCK 1-~~ BL.OCt::~ :2·-3 BLOC!< ::.-4 BLOCK 4-5 BUJCI< 5-CL 0. iJ.29 0.429 0.646 (), (12(> VERTICAL THRUST !Rvl HORIZONTAL THRUST <Rhl - LEG CHECKED AS A COLUMN 106661 707ZJ 106661 '':!~--, ... ~ .. -~·-• . .;..,._\ AISC STRAIGHT FOF!MULA Ll NE ========= ========= 91728 6t)822 60:322 91728 F '"' 1 l DtrL".b 1 E:> l_Er.;; LENGTH F-;··.::~··~n-at ion Ft-ecluc:cd ~565(}•:) 175.74 :3.47 :3410:3 36'300 PSI 175.74 IN ::;..t.J-7 IN 31'7150 PSI Ml=BENDING MOMENT AT SPRINGLINE, IN-LBS Fl=STRESS IN LEG AT SPRING LINE. PSI di=DEFLECTION OF LEG DUE TO MOMENT, IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fc=STRESS AT MAX DEFLECTION PT. PSI ========= ========= 91728 21409 {4ISC Fallcw/F1 Fred/Fc d1 0.056 STRP1IGHT Fred/Fc ========= ========= ========= F{'iCTOP OF ~3(iFETY 1. 70 1. 68 CHECK SIDE PRESSURE ON LEG TOTAL PRESSURE EACH LEG (WJ SIDE PRESSURE MOMENT <Mh) = MAX DEFLECTION OF LEG (ell) = MOMENT AT DEFLECTION PT <Me) STRESS AT DEFLECTION PT <Fe) FACTOR OF SAFETY (Fallow/Fc) ·- :::: ·- 1. 57 805.48 9'7'69 0.007 10537 8448 lf. 32 t'k _____ .. , ... _ .. _,_ _________ .,_. ..... 64227 LBS IN-LBS IN IN-LBS PSI :l (;:~7 ,~.:,. Fe :~:. 20 STONE & WEBSTER ENG CORP CALCULATION 15800-G(AK>-35 F•,:: r:;tc:• lll '··-"-· -·-···--- DESIGN OF STEEL TUNNEL SETS s;et :.:;p ~·J. 1-J k 1 J.D. # 15800.08 23-Apr-87 10:41 AM INTAKE PORTAL SET #9-WP.INT OFFSET 52.0 FT GEOMETRY OF TUNNEL ================== RADIUS TO NEAT EXC LINE Hf-iLF-~;F:C DEL.TA POST LEG HEIGHT HE I r.3HT OF ROD< UNIT WEIGHT OF ROCK SET SPP1C I NG O~JEPm-::Ef:\~:: SIDE LEG PRESSURE STEEL MATERIAL PROPERTIES ========================= STEEL SHAPE DESIGNATION l;li DTH OF F<I 8 ~·JEIGHT OF RIB l•.i I DTH OF ~·JEB TIE ROD DIAMETER SECT I DN i'10DUUJS SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA GF:P,DE OF STEEL. MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR MAX BLOCK POINT SPACING MINIMUM NUMBER OF BLOCKS RADIUS TO NEUTRAL AXIS RADIUS TO HEAT LINE RADIUS TO OVERBREAK HALF-ARCH NEAT LENGTH SECTION AREA WITH HOLES ALLOWABLE STRESS WEIGHT OF FULL SET 4.71 14.8::-::. FEET 3(3. 1 El DE<3r.:;:E£~3 14.42 FE::::T 5. 20 F~EET lb:S. 00 PCF 6.00 FEET 8. 00 I i·lCHt::~-; 10.00 LBS/r"T VJBX31 ~~ECT I Ui·J a .. ()(; I t\lL:t·it::s ::::; 1 . ()0 :_.BE' 0. :28~i I I.,ICHE':J 0.000 INCHES 27. 5•) CU T. l\1CH 9. 13 SD 3i'iCH 3. 47 I riCHES 110.00 H·V <:J. 5•:i I<SI 29~+c)c> .. c)~) ~::~s I 0 .. i36 O.Bh 32.00 IHC:HES 173.96 INCHES 1 77. 96 I t·iCI-!ES 185. 96 I NCHE~3 118.59 INCHES 14. '.'::!•) J=-l~i::T l l .. E::C FE::E·r :1. S, ~SC• F:ECT 9.13 SQ INCH 365C>Ci F'f3 I 1493 LBS THRUST APPROXIMATION = ROCK PRESSURE * MAX OVERBREAK RADIUS ::i 148. 00 F'SF * 1.5.50 FT = STONE & WEBSTER ENG CORP CALCULATION 15800-GiAK>-35 F'i'-\CiE 4L INTAKE PORTAL SET #9-WP.INT OFFSET 52.0 FT COMPUTE ROCK LOADS FROM OVERBREAK SECTION BLCJCf< 1 t'11 / :? BLOCV 2 1·12/3 BLOC~:: 3 t·c:: /4 BLDCf: •1 1·14 / :s BLOC:f::: 5 t15/CL CRDvJN CL BUJCf: 1 BLOCl< ._. BLOCI<. 4 BLOC\< 5 CF:Ot-!N CL BLOCK DIST THETA DELTA X-OFFSET (IN> <DEGS} \DEGS) ( HD 160.95 192.95 :217. 25 :273. 5.L1 'Z79. 54 ROCK LOAD (L8) (>. ()(} 16907.11 10221.99 1231+6. 51 '7fj37. 17 0.00 ·~lY:S 12. 78 51.82 ~.!6. '~7 62.12 66.03 69.94 73. 8~5 77. T7 82.92 88.07 89.03 90.00 C THETt; (DEGSI -··------.. ---·----~·-··--~ _.,.., .... 65.00 69. 94· 77.77 88.07 '710. 00 1 0. :.:::o 7.82 7.82 10. :::::o 1. 93 1:.-t:.anqent (LB) 0.00 114. 9::5 101.:36 f.-36. 9;';) 75. !54 :'51.71 r-:·1~ ·0:1d i 2~ 1 t.LE!) 7145.25 14945.05 9602.11 2616.38 12066.11 :331.60 91331. :58 CONSTRUCTION OF FORCE POLYGON sut•l -- TRIAL 1 = 80.00 'I ,. OF Rv = TRIAL 2 = 191.90 "I ,, OF Rv = F:rmif'."iL-F (LBl RAY ALPHA TRIAL 80% RADIAL Fl F'2 F3 F Lf F5 <DEGS) \LB) (LB) 5.15 '7. 06 7n82 9.06 7.08 ========= ====•==== ========= 3545.69 o.oo -3545.69 6233.06 14945.05 8712.00 5381.17 9602.11 4220.94 6233.06 12066.11 5833.05 4873.86 9831.58 4957.72 ========= ========= ~38. 18 26266. 83 l'JI DTH ( I i'!) C· .. 0() :1. :::: • :.";j C) i4.41 l 1 . <f 1 11 ... ·:-:~ 1 . ~:.o b. ij.:;) .... _, ... ,. ·.~'. J. .::. SUI'! '"' N CHORD ( IN 1 i~UCI< PF: I st~1 {FTJ (). ()(i l. 99 1. 91 ·-·::;:::::::::.::::::~::::::::::::::::::: ..:C._;. • , 0 • '} ( ( L.B) • L.B! 1 ~?9(1!:]. ()f3 14951. 5:) :t 1 b'? 1. u::. )). (!(t ()" ()() ~) .. (>(J 0. ()(! STONE & WEBSTER ENG CORP CALCULATION 15800-G(AK>-35 F·,:' i:;·::-I I"l. 'l .... t.. ~L./_ INTAKE PORTAL SET #9-WP.INT OFFSET 52.0 FT COMPUTATION OF STRESSES IN ARCH RIB RISE (Hl M THRUST M MAX (IN> <L.Bl (L_Bl f.JTF;ESS F'SI ========= ========= ========= ========= BLOC!< 1--2 BLOCf< 2-3 BL_OCI< 3-4 BLOCK 4-5 BLOD< :S-CL 0. 70::. 0.405 0.405 C>. 7t)~3 0.025 VERTICAL THRUST (Rvl = HORIZONTAL THRUST (Rh> - LEG CHECKED AS A COLUMN 66490 38:331 38331 66490 :~:339 AISC STRAIGHT F c.-:..1 l o\.'Jab 1 e LEG l_ENGTH F:gy1~ ,c:~t ion Fr-educed FORMULA LINE ========= ========= 365()(; 173.09 :.::.. 47 34171 36500 PSI 173.09 IN 3. 47 n.J 32025 PSI M1=BENDING MOMENT AT SPRINGLINE, IN-LBS F1=STRESS IN LEG AT SPRING LINE, PSI dl=DEFLECTION OF LEG DUE TO MOMENT, IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fc=STRESS AT MAX DEFLECTION PT, PSI ~57181 ::::.2965 57181 201.2 1'11 F 1 d1 Me Fe· 7 ~:l81 .:;:. t1 • .. ) I,_) I;,-,.-, {:;.QI.)I._J '7.f.f.81 '.5474 ========= ========= ========= ========= ========= 57181 12444 AISC Fallow/F1 Fred/Fc 0.034 36600 11654 STF:f':i I C3HT Fred/Fc ========= ========= ========= Fr;CTDF: OF Sf:.',FETY 2.93 2.93 CHECK SIDE PRESSURE ON LEG TOTAL PRESSURE EACH LEG (Wl SIDE PRESSURE MOMENT <Mhl = MAX DEFLECTION OF LEG (d1) = MOMENT AT DEFLECTION PT <Me) - STRESS AT DEFLECTION PT lFcl = FACTOR OF SAFETV <Fallaw/Fe) - 865.44 LBS 10549 I N·-L.BS 0.008 IN 109:::::2 I N-LBS 5799 F'SI 6.29 ;·=-r::CTOR bi:.:iFE-~·v ::::-:::::::::::::-_-:::::=::::: \::"' ~:.,--:r ,_J •.. _t.~:> V'l. 8[{ b.67 STONE & WEBSTER ENG CORP CALCULATION 15800-GCAK>-35 DESIGN OF STEEL TUNNEL SETS se:t5pw. ~,Jkl J.D. H 15800.0E INTAKE PORTAL SET #10-WP.INT OFFSET 58.0 FT GEOMETRY OF TUNNEL ================== RADIUS TO NEAT EXC LINE ~H~LF --·PiRC DEL T (-! POST L.EG HEIGHT HEIGHT OF ROCK UNIT WEIGHT OF ROCK SET SP{..iCING D'v'Er-{BI:;:EAK SIDE LEG PRESSURE STEEL MATERIAL PROPERTIES =~======================= STEEL SHAPE DESIGNATION t•HDTH OF F;IB \-JEIGHT OF F:IB ~\i I DTI-1 DF l•lEB TIE FWD Dif';METER ::JECT I ON MODULUS SECTION AREA OF BEAM RADIUS OF GYRATION MOMENT OF INERTIA l3F:r.mE OF STEEL MODULUS OF ELASTICITY ARCH MOMENT FACTOR POST MOMENT FACTOR MAX BLOCK POINT SPACING Ct:::,t_cuu:~ T I ON MINIMUM NUMBER OF RADIUS TO NEUTRAL AXIS RADIUS TO NEAT LINE RADIUS TO OVERBREAK HAL~-ARCH NEAT LENGTH SECTION AREA WITH HOLES P;LLml!?iBLE STF:ESS WEIGHT OF FULL SET 14. B~S FE:E·r 3~:':.. 41 DEGF-:E:~F.S 1:::::. b9 FEET 8. 00 n=.:ET 165. oo Per~~ 6 .. (h) Fr~E·T 8. Ol'l I i·JCHF:E:; 1 () .. C!C> I .... E-:~3 / ;:::·T l•J8X 31 SECT I Cit 8 .. (H) I I\~C:~~E2 31 .. ()<) L.D.::J 9,. 13 ~:;D INCH ._::,. 'f 1 I NCHE'.3 11 0. 00 Pl · .q. 50 1·: ~3 I 294(H). (H) ~<E\ T t). 8.~ () .. 86 4. 71 v~ S 173.96 INCHES 177. 96 I t·!CHEB J. 85. 96 Ii'JCHES 1 03. 77 I NCHEEi 9. i 3 SGl I i'.,JCH 36500 F'SI 1~573 LBS 1 c). ~.:;u I·~ i~;:E T icf.~'J::::: Ft~[T •! · c:· ··--r···-w-; '::) .. .::.; ._J -" r.:.t:. i THRUST APPROXIMATION -ROCK PRESSURE * MAX OVERBREAK RADIUS 15.50 F~T STONE & WEBSTER ENG CORP CALCULATION 15800-G(AKl-35 INTAKE PORTAL SET #10-WP.INT OFFSET 58.0 FT COMPUTE ROCK LOADS FROM OVERBREAK SECTION BLOCK DIST THETA DELTA X-OFFSET ( II'D WEGS) <DEGS I ( IN l !;,1 I DTH (_ nn <FTl ========= ========= ========= ========= ========= =~======= Bl_OCK 1 1·11 /2 BLOD::: 2 1'•12/3 BLDG:: 3. n:.:::/4 BLDD=: 4 t·14/5 BLOCl: 5 1'15/CL CF:Dt>JN CL BLOD< 1 BLOC I< ...., ...:;. BLOct::: ·- BLOCr:: 4 BUJCI< 5 1 ~<:::' -··~ I ...J • / / 24~'3. 54 273. 5 .. + 279.54 56. sc.~ 61.10 65.60 68.97 72. ~.)3 75.69 79. (>5 a:.::.. 56 88.07 89.03 90.00 9.01 6.72 ,~. 72 9.01 1. 93 102.39 89. 8~"3 76. E.ll 66.74 56. 't~=j ~15. •7)6 35.:::1 6.27 ~::.. 13 0.00 10. 0/.:; 10. :2'7 1. 0. '·f':? 1 .;. • i.j.b 1·"1·. ':.'8 ::c.. i 5 3. 1 ~: C.:'iUi''l :::: ~2. '::;7 1. 73 .~II 1,_.'-.f t. 74 (J n (!() ROCK LOAD C THETA Ftangent Fradial N CHORD RISE <Hl <LB) <DEGS) (LB) <LBI ( Il'·J/ ( HP ========= ========= ========= ========= ========= :=~=~==== 0.00 65.00 0.00 27.34 (). ~)3F3 :~353(>. 56 65.60 9718.77 21429.72 :20.40 (>, 2'?9 13716.59 72.33 4163.66 13069.39 2~) .. l!.(; (J" 2~)9 16568. (34 7f'.Y. 05 3146.32 16267.36 13764.37 88.07 463.98 13756.55 (> .. (i() 90.00 (;. (}() (i .. (i() ========== ::::::::::::::::::=::::::.:::::::::::::: 67580.:::::7 CONSTRUCTION OF FORCE POLYGON SLW1 - TRIAL 1 = 80.00 OF F:v = TRIAL 2 = 231.10 % OF Rv = 156178 L~e RAY ALPHA TRIAL BOX RADIAL RADIAL-F TRIAL 2 XS RADIAL Fl F2 F3 F4 F5 WEGS) (l_B) (LB) (LB> \L8) •:u:q ========= ========= ========= ========= ========~ ==~====== 4.51 7. f37 6.72 7.87 6.44 4252.11 0.00 -4252.11 i2283.27 7419.88 21429.72 14009.83 21434.19 6341.39 13069.39 6728.00 18318.68 7419.88 16267.36 8847.48 21434.1~ 6072.81 13756.55 7683.74 17542.82 ========= ========= :.-::: = = == ::.:::::: = = :::: 33.41 :::1506.07 \ () .. (i() l) .. ()(: (j. ()() V'(i .. ~)\) (J .. (;C, STONE ~ WEBSTER ENG CORP CALCULATION 15800-G<AK -35 INTAKE PORTAL SET #10-WP.INT OFFSET 58.0 FT COMPUTATION OF STRESSES IN ARCH RIB RISE (H) M THRUST M MAX ========= ========= ========= =====~=== =~======= BLOC!< 1···2 BLOC!< 2-3 BUJC.K 3-4 BLOCt< 4-5 BLOC!< 5·-C!_ .-.. -~s 1,)" ~J .. :.:. 0. 29'::t 0.299 0.538 (;. ()25 VERTICAL THRUST (Rv> = HORIZONTAL THRUST (Rh> - LEG CHECKED AS A COLUMN AISC FORt"'UL.'~ 0:14029 4676:3 46763 840:'29 STF:{-iiGHT LINE ========= ======m== F<:\ll owc-tbl e LEG l_ENGTH F:r.:1 '/~"" <..·d: ion Fr·educed 36500 164. ~28 3438B 36~)00 F'S I 164.28 IN ~3.47 IN 32268 PSI Ml=BENDING MOMENT AT SPRINGLINE, IN-LBS Fl=STRESS IN LEG AT SPRING LINE, PSI dl=DEFLECTION OF LEG DUE TO MOMENT, IN Mc=MOMENT AT MAX DEFLECTION PT, IN-LBS Fc=STRESS AT MAX DEFLECTION PT, PSI 7226:3 40216 40216 t'H F1 d1 Me Fe 1 \)():2;0 t38C.,,i:j. 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