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Home My WebLink AboutBradley Lake Final Supporting Design Report Vol 6 1988Alaska Power Authority FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT BRADLEY LAKE HYDROELECTRIC PROJECT FEDERAL ENERGY REGULATORY COMMISSION PROJECT NO. P-8221-000 VOLUME 6 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 021'6R-4460R/CG i / 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 11 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 -Dam, Spillway and Flow Structures Concrete Faced Rockfill Dam -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 Excavati"on at Powerhouse -Elevations 90 MW Pelton Powerhouse Construction Diversion -Sections and Detail'S Main Dam 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 Accelerogram 0216R-4460R/CG iii 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 Model 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 . .· May 26 to 28, 1987 with response December 7 and 8, 1987 with response 0216R-4460R/CG iv ( '· 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. o· 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. Section 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) 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 ~ROJECT FEATURES 2.1 GENERAL . 2.2 MAIN DAM 2.3 UPSTREAM COFFERDAM 3.0 DESIGN EARTHQUAKE REGIME 3.1 SEISMOT~CTONIC 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 l:iETHODOLOGY 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 6.5 SARMA ANALYSES 6.6 INTERPRETATION OF RESULTS 0216R-4460R/CG vi TABLE OF CONTENTS (Continued) F!NAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 3 DAM AND SPILLWAY STABILITY ANALYSIS Section Section Title 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 SPECIAL STUDIES Megathrust (a = .SSg) 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 Figure Title 1 froject Location Map 2 Main Dam Area -General Arrangment 3 Main Dam Sections 4 (Not Used) 5 MCE Response Spectra -Mean and Chosen 6 Rockfill Friction Angles 7 Intermediate avlah Ratio 8 Selected Sliding Surfaces -Main Dam 9 Critical Acceleration Plots 10 Permanent Deformation Plots 11 MCE Response/Displacement Plots 12 Megathrust Response/Displacement Plots 13 DBE Response/Displacement Plots 14. Flow Through Dam Without Face 15 Dam Height vs. Acceleration and Displacement 16 Wedge Stability: Sloped Sliding Planes 17 Wedge Stability: Horizontal Sliding Planes 18 La Union Response/Displacement Plots 19 Response Spectrum -La Union E-W Record 20 Response Spectrum -Taft Record 21 Arias Intensity 22 Taft Response/Displacement Plot · 0216R-4460R/CG 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 Vlll 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 G~neral Arrangement -Main Dam Area General Arrangement -Spillway Project Response Spectra Hybrid Accelerogram 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 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 SPI.LLWAY 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 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT GEOTECHNICAL Title ' VOLUME 5 CALCULATIONS ROCK STRESS IN CIRCULAR TUNNEL LININGS AND SELECTION OF EXTERNAL WATER PRESSURE CRITERIA GROUND WATER SEEPAGE LOADS ON DIVERSION TUNNEL LINER VERIFICATION OF INTAKE GEOMETRY FOR THE POWER AND DIVERSION INTAKES AT THE BRADLEY LAKE RESERVOIR EXTERNAL ROCK & GROUND WATER LOADS ON POWER INTAKE AND GATE SHAFT STRUCTURES FINAL STABILITY ANALYSIS: BRADLEY LAKE MAIN DAM PENSTOCK -MANIFOLD THRUST BLOCK EMBEDMENT LENGTH AND STABILITY ANALYSIS ROCK MODUti FOR POWER TUNNEL TRANSIENT STUDY DESIGN OF ROCK SUPPORT FOR THE MAIN POWER INTAKE STRUCTURE PLINTH AND TOE SLAB GEOMETRY -MAIN DAM 0216R-4460R/CG xii Calculation No. G(Ak)-04 G(Ak)..:oa G(Ak)-10 G(Ak)-22 G(D)-24 G(Ak)-29 G(Ak)-31 G(Ak)-35 G(D)-38 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 G(A)-58 TUNNEL & GATE SHAFTS DAM TOE PLINTH LOADS G(A)-60 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 Xlll 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.l SDC.2 SDC.3 SC-133-3 SC-151-16 SC-152-21 SC-152-32_ 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 02l6R-4460R/CG XV Calculation No. SC-191-26 SC-191-27 SC-191-29 SC-201-BA SC-201-34 SC-205-23 TABLE OF CONTENTS (Continued) FINAL SUPPORTING DESIGN REPORT GENERAL CIVIL CONSTRUCTION CONTRACT VOLUME 9 CALCULATIONS STRUCTURAL Title PENSTOCK AND MANIFOLD ANCHOR BLOCKS MAIN DIVERSION & MAIN INTAKE BULKHEADS MAIN DAM DIVERSION PENSTOCK DESIGN POWER TUNNEL INTAKE TRASH RACKS POWER PENSTOCK THRUST RINGS AND MISC. COMPONENTS REQUIRED THICKNESS OF STEEL LINER UNDER INTERNAL AND EXTERNAL PRESSURE 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 XVl Calculation No. SC-261-25 SS-132-2 SS-134-12 SS-153-10 SS-261-16A SS-261-17A SS-261-17B SS-261-17C SS-261-17D SS-261-17F SS-261-18 GEOTECHNICAL CALCULATIONS . . '" . i ·-.--·----. -···-_____ .,: ____ ··-····---~. ·--'---·---··----....... ---------...... ·-----------_____ ,_. --~ .... , .. ________ ....., ... ~ ... _ ··-·---~----··· ---. --·-· \.. .· .. -. ( :. \.._ ___ :/ 5010. • 64 fFRONTI STONE.& WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE CLIENT S. PROJECT · . · ' '//. - A-LA-<?Ic4 Pow c.r<--A-0 T t-fO[R_ IT (( f3RitDL,t Y L!t-ftE CALCULATION TITLE (lndicatiye of the Objective): I .. 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C{5)f911 a. }'Mtt (( /o-~s clue.. f-e, cl.~!-e_f-ro-er.. oF ,.r-;..._(_ 1-r-ov~·::IJJ.J -.v v-e S €_v Vi)!&-" " ~-( ' I C( = /000 rl3jwu;., for pUM-p co-ra._r:.{ l-·y r:~ '' oJf r-< et; lJ.l! f71. p nor-s f,._;d! ~-s by ~ w t::L :-~_-; d.; s c u; c:;-e.c( l""' /f-Ht< c c, !;11-e ~ t .1.. • · ;11}cq...-; m v M r( ow$ c{ v Y:' YJ,. co-0 s IYv ( h o '"" ar-e (,"/~..: : '/ /-r.J !:-e_ ...... ,' r Jrr"f.,., ,:.., ;';(,' .:.> +-,.., p r· ·r:· ~ I,.. tA '},.. r-t1. ~ I M, 1 i., '" t ( l)t'! :rc .;. _,.. ,,..~.., ("' -r·., """ ,./ 1 ,.,.. e-'!f ;,/, ~-"1...._ ( t,. .. · ..__ V 7 l \. ,.. \ r;....o· I 'r --. -~· ...___ r • '_/~ . ., ;;· -' '-~ ,...... 1 ' o(vr'vt~1'f Thtr()vt;/1 1'3t1/! ;11/aox Fao If -z.ot.,-e ~.;vhf tre 5. 2 f.t?isfl !S pr-e'dr'c_f--ec(.1 Thts 4,1-'Y!ouf/lh 1-o S"'p'2..-'"4>C = 312. crr-1~ {7~f_refr-we_ / f-se-eMS I!<C< SD Vl.et b f-e frJ. /e f ·' -r;o o Pf-j,..,, [ . I-<.a.. !ca..~~ w-({ ( he CeJ-t,-t 'itd-el/'-etf -FVYth<r 111 Dte_ gyo u f /1' r V11 C4.(cu fa_H61A.. (/ ./ r . ' I ·:.:· ,,':::~-.......... , \\ '--·~ . ~. rr~-... ~_/ · L:lf·{c 15 aoo-G(A-1\..) -41 · ::}'/<Y'·::,:/!fTT"IfCfli1£f\1 I.-L · P. / ·:op.::y3 5 INTEROFFICE. MEMORANDUM SUBJECT Estimate of Potential Inflow to Power Tunnel at Proposed Bradley Lake Project, Alaska·Power Authority TO · G. Brierley PURPOSE J.O. OR W.O. NO. DATE FROM cc 14500.98 Doc. //86130 September 12., 1983 T. Lyman The purpose of this memorandum is to present the results of an investigation of the potential inflow of water into the power tunnel for the proposed Bradley Lake Project. • This effort is a part of feasibility level investigations . and .design efforts currently underway for this project. Concern for the inflow to the power tunnel was increased due to th~ high tunnel inflows currently experienced during driving of the power ·tunnel for the Terror Lake Project, Kodiak Island, Alaska. OBJECTIVES The objectives of this work were to: 1) Make an estimate of waler inflow to the proposed power tunnel for the Bradley Lake Project based on existing data from the site, 2) Compare and contrast the geologic and hydrogealogic conditions at the site with those at the Terror Lake Project power tunnel to allow a subjective comparison of tunnel inflows between the two projects. r BACKGROUND INFORMATION The power tunnel for the proposed Bradley Lake Project is shown in Figure 1. The solid line alignment indicated in Figure 1 is the currently favored tun11el alignment based on decisions at the board of consultant's meeting held in Anchorage on July 11-15, 1983. The proposed tunnel is approximately 17,500 ft long with a circular section, radius 10 ft. The average depth of the tunnel below ground surface is l,OOO ft. ·:··· <;: :::::. ·.:;.: : :~ :-. i:~i~i~~~~~~~ : .. ·:··;~::]i:,t\: ·;:·::::~ · .... ,.:,· ·:.:: :.·. -... ·.- _____ .;~~~~~i~~~~~~~~ill~~ ( c~~ (""•. 15 eoo-G(A-"-.) --41 -L_ff-[C .1.. _ p -2 ?P:·:='3 s·=·:_: Interoffice Memorandum TO: G. Brierley Date: August 11, 1983 Page 2 of 13 · The proposed tunnel alignment intersects steeply dipping low-grade metamorphic rocks consisting of a somewhat. chaotic mixture of graywacke and argillite. north-south. The general trend of these lithologies is generally Argillite dominates surface exposure, comprising approximately 60-70 percent of the surface outcrops along the proposed tunnel alignment. Two major faults, the Bull Moose and Bradley River Fault zones intersect · the proposed tunnel alignment at approximately right angles. In addition, several major lineaments intersect the proposed tunnel alignment at approximately right angles. Core borings drilled .. to ~tersect these fault zones encountered· 23.8 and 14.6 ft (measured horizontally} of lost core for each. of these fault zones respectively. The lost core zones were presumed to be fault gouge zones. Groundwater levels measured in bor~~gs along the proposed tunnel alignment ranged from 4 to 135 ft below the ground .surface with an average depth of about 30 ft. _ No artesian flow or pressure was noted in these borings. Surfac~ observations of groundwater characteristics include a notable lack of springs and-surface seepage from groundwater and high runoff during rainfall ·evidenced by rapid increases in area streamflow. These observations indicate· low rock ·mass permeabiiity close· to the ground surface. r SOURCES OF INFORMATION Available information on the proposed Bradley Lake Project consisted of the following: 1} R. w. Beck, Sept. 1982, Bradley Lake Hydroelectric Project Summary Report on Analysis of c·onstruction Procedures 'and Schedule. (Preliminary Copy}. 2} SWEC, no date, Summary of Geologic Conditions Bradley Lake Hydroelectric Project. ·,.: .;. · ;~>:;iWl~ ~ .,::. ·.:. ·.~- ·: . . •>. .·:·. •'' ..·:· --------.. -·'. --~---.., ..... ., ..... ,"'''''"······-····· . -~: .~ .: .. :~ :. -~·· : Cfi-L c IS eoo-G(A-!f:..)-41 , ':. •. · \ ·~'[~r'·!~i~i~j~~1'::VJ~~!~~~fli1~~m~~~~~~i)ii!!t,~i!i!'!~)i~!!ii'~ij·§'';j!H!·j0'''~'11'f~f;f~ CfJT ; .1. .. P '· .. 3 · . ··o P ·•· .·:?. ,•. ~~~~~i~:L:. ;:·;~.~-·_ .... _________ :. ............... ----·---;~,:~· ... . / . ; ~ r • I \ . 'Interoffice Memorandum TO: G. Brierley Date: August 11, 1983. Page 3 of 13 ·,;. ··Available information on the Terror Lake HydroelectricProject·was -supplied by Joe Sperry and consisted of the following: 1) ·R. w. Rutherford Associates and International Engineering. Co., Inc.,_·. Sept •.. 1980, Terror Lake Hydroelectric Project; Kodiak Island, Alaska Supplemental ·G~otechnical· Report Field· Inves.tiga tions 1979. . . 2) Appendix A -·Geotechnical Report on Terror· Lake Project. 3) Boring Logs PT..;12, }lT~·13, PT-14, PT-·15. 4) Geologic. Map of. Power· Tunnel Area Sheets 1 and 2 •. METHOD OF ANALYSIS The.fo~lowing steps were used to analyze for· potential. water inflows to the power tunnel for the proposed Bradley ~e Project. 1) Available information was reviewed regarding the geologic and hydrogeologic conditions• along the proposed tunnel alignment. A brief description of. these .conctltions is g1 ven herein und7r .. the section enti~led ."BackgroUnd Inf9rmation"~ 2) The rock mass permeability· was calculated using· water pressure test · results from·.· several b~rings along the proposed tunnel . alignment and in _the · genera! tunnel vicinity. . The permeability w~ calculated based on each water pressure t~st using a relations~ip from Winterkorn and. Fang, 1979, p •. 31-35. This -.-- :;: •.··' ·::·. ·-·: .. •,·· .; . : :~~~i :~ :: ~~k-:•::: :,,~ :~ ;~ .·.;., ... ; .. ·.··:-:;:;.•:.: ..• m;i;._;~1lllit:;ib::·§ w!mlml!!!!lu~ml~ . ~:.:~~~>": .. ~~~~·:P:·:~·y-;:· .·::· ........ , ..•. ,·.:;· :.::; .. .; ~. ,.,....... __ ,,..,,,.,,..,_m_.,.,,._, '' 'i ; C'·.,;".'''' T'"~!"""'" '""''"""e...:.,,'·':,,,"""';,' w'" ..,,-_-••< ""''' ••' """~'· --,.-.. . ~· ----············.·····-. . · . . .. . Lfi-L C /5 _eoO-G-(A-Ic..)_-lf/ . :: . i . . · :.,''~~~':[~~·i~~~:i!')~~~~~mr1~~~~,,~r~r~~~Y~f~)~'li!~f:~~;ec1 !\!F'<'' '/fT1"1fCHit1C:fV"P :L~· · · ·· f!' ~/'CIA\ :;'' 51('; • ·:: •";. . • •,• :;. .;·::c; • ·~:. :• '.•"' .:,::.~~-~::.:';',~~]~.::·;.· · ... ;;, ·:":;;:·,: .. :: . L~~ .. ~l)/:~·-·.-:::. ::..:;::~:.-~;;~.; ·:::::;:.: .. ~~~i:::-..:~~~ ...... ;~.:.:~.-:.-: :::::-.. ..•. :::,: l .. ~ f \ Interoffice Memorandum TO: G. Brierley Date: August 11., 1983 Page 4 of 13 relationship is given below: ~-L K = 21rLH ~r where: K = Permeablity (length/time) Q = Constant rate of flow into the hole L = Length of the test section. H = Differential head on the test section 2 . r = radius of the borehole Data were tabulated and presented herein as Table 1. The following categories are nC?ted in Table 1: test interval depth, borehole radius, test interval length, flow, . water table depth, gage pressure, total tes~ pressure, predominant lithology at test section; notes on fractures, test' section above or below groundwater level,-and notes on drill water loss. The total test pressure for each case waa.assumed equal to the pressure reported for each teat on the boring log plus the pressure from the static head of water between the groundwater level and a point five ft above the ground surface. In those cases where the ground~ater depth was not reported on the boring log, a groundwater depth of 20 ft was assumed. 3) Mean and standard deviation of permeability for the rock mass were calculated using the data in Table 1.. ·A summary of mean permeability values for the rock mass at the proposed power tunnel alignment are given in Table 2. The mean permeability from all -4 data is 1.23 x 10 , . and the range from all data is from f1J;;t..-,: ·,:;·:· ·.·. •. \ . ·'· l ... : \ Interoffice Memorari~um TO: Ga Brierley Date: August n·, 1983 · .Page 5 of 13 -.. - 3.35 x 10-3 to 8.03 x 10-7· feet per minute (ft/min}. Grouping .these permeability data according to ·various ··lithologies both· above and below the groundwater produced insignificant differences , . . . ·.in calcul8.ted mean peruieabili ty ~ . The mean permeability calculated from. all data beiaw 150 ft depth was significantly different thail all· other data··· groups. . . The mean rock mass· 'permeabili.ty for tests deeper than. 150 ft was 6.96 x 10-5 · ft/min. In· addition, app~oximately· 20 per~ent. of ·all water pressure . tests indicated zero water take,· ·or :very low permeability. Approximately 11 ··percent· of· the water tests deeper than 150~ ft had no water take : indie!ating very low permeability •. Water:· tests with zero. water ·.,take were ·not included in calculating mean, permeability values .s~ized. abov~. · '4) Rational values. for rock ·_mass permeability were selected for use . in calcUlating. potential tunnel inflows. ~o values were selected: 2 x .10':"4 ftlmiil and 7 x 10-5 .f't/lilin. These values reflect the approximate mean of all data and. the ~ean of all data from greater than 150 ft respectively. 5) ·water inflow rates for the proposed power tunnel were calc~ated ' using three methods. The assumptions are· different for each method but all tbi--ee were·· used· ·for comparison purposes. . In each . case equations· were· used to· predict· the 'total inflow 'rate for the tunnel baaed· on the -pe~eability· values from item 4 above. In all cases the tunriel· length was reduced by ·20 percent to account for .the 20· percent of .. water pressure" teats which had no water take. ·.··: '~ .. -~~~~~-·.:::;.· ·.· .· ·.-:· · ..... . . -;;_·. !{i:~ii~J!ki~il~iiHt --·-- f ' / (·.·., . ..- ~) ... L.fi-L:c 15 eoo-G(A-"-)-'II · 11-TrffCH Mc.tJT .t.. p L oF 3 5 Interoffice Memorandum TO: G. Brierley Date: August 11, 1983 Page 6 of 13 The three methods. used. to calculate tunnel inflows are briefly summarized below: a) Slot Equation: This method models the tunnel as .a slot or continuous line of wells equal to the tunnel depth i.e. 1,000 ft. (Dept. of ArDiy, TM-5-818-5). The ~tunnel, or ·slot, is assumed to partially penetrate an tmconfined aquifer and· have only one line source of ~echarge. This is considered consistent with the subs~face conditions along the proposed tunnel alignment where steeply dipping rocks of zero to moderate permeability exist. A schematic sketch of the slot and the equation used to calculate tunnel inflow is shown in Figure 2. The predicted total inflow. rate for the completed t~el using this method is 850 cubic feet per minute (ft3 /min) for an assumed rock mass permeability of 2 x 104 ft/min and 300 ft3/min for an assumed rock mass permeability of 7 X 10-5 ft/min. b) . Ttmnel as a Steady-State Drain: This method models 'the tunnel as a steady-state drain and predicts the inflow r based on the empirical approximation given in Figure 3 (Freeze and Cherry, p. 490). In developing this simplified equation, the rock mass is assumed to be a homogeneous, isotropic media and it is further assumed that the drainage into the tunnel· has no effect on the groundwater. surface above the tunnel. Because of the latter assumption, this model tends to predict high inflow rates, probably higher than actual inflows after a period of time. It is considered that this model is •• .·:·· <:;:· ··. ··,, .. -~~~/ ·-··· :.::·,:·· ...... , .. -~;~ ~>·~:i~~~~·:: ~:i-:~~H :H~~~i; ·····---·-····--. -. ----~ ._·,. ,· .... ( \ . . \ .... ~-- cfi-L c ./5 aoo-G(A-k..) -4 I ';i;f!~":'\'!~l'::}\~~~j:l~1!?'J;ffllCHJ'1CfVT :L . P 7 oP Interoffice Memorandum TO: G •. Brierley . Date: August 11, 1983 Page 7 of 13 ! .:.-~~)~ ... J. -~ .... ·~~J-•~J_;J.)~~=-· ... ~.;_;~i~ ... :: ..... -... ~ . useful for· predicti.ng inflows immediately after tunnel dri vi~g · in any zone, prior to drawdo~ of the groundwater surface in the vicinity of the tunnel • . c_) Tunnel as a Transient Drain: This method models the tunnel. as a transient drain and predicts the inflow based on the empirical approxiina tion given in Figure 4 {Freeze and Cherry, p. 491 ;. Goodman et. al., p. 43-46) .. In developing this equation it was assumed that ~he total · .inflow to the tunnel is derived · from dainage of the rock' mass' between the transient groundwater level at any time and the original groundwater level. Ther~fore, the total inflow. is directly related to .the specific yield of· the rock mass. and the area of rock drainedo ·The equation is based on the assumption that the transient groundwater level is defined by a parabolic function and that the· drawdown. has reached the tunnel elevation. Therefore, this· method is not valid for predicting inflow rates for short time intervals ·after ----------. ---. the tunnel is driven. In fact·, use of this method is only valid after a subje~tive estim~t~ has be~n made of the time required for the drawdown of the. groundWater surface to the tunnel·elevation. The results of these methods of estimating·. the inflow to' the proposed power tunnel are summarized in Table. 3. The most _reasonable· estimate of tunnel ·:-· ~itllliUIHi~ :*~~!l~~~rmm~ ··-:· : ··: . ~ -: ::·\ :. : :.:~~-: .. ::: ~-:- .--::-.-.- ._:.::.:: ;.;; .. :- :l!ijll~i!!l!i~!i~~~ : . . -~· . .'; .: . : . c lfL c I 5 eoo -G (A-k..) -4 I ' i(\·'!r:~ll'jt c 'B~j'~i:,)mr;~,<)j : }f!~'m i'iiil'~~~~~j!l~;'if;i;i'' '\' :: ! ' 'l'''ff'TTIICH ME.f\1 I · J.. · · P ·. {'; oF-·· 3 5 m.-:: . .; -s~· ____ .. _________ .... :::·:. ~::~:~ ... :.:_ ... ; .. -~----········: .. ·-··· -·-··· .. ··-····· Interoffice Memorandum TO: G. Brierley f~:?~ Date: August 11, 1983 ·· Page 8 of 13· inflow based on the information available at this time .is as follows: 1} Assume that 20 percent of the tunnei length is in rock with no permeability and therefor contributes no inflow. This directly reflects the percentage of all water pressure tests that indicated no water flow. 2) Assume that 5 percent of the tunnel length (approximately 1, 000 ft) contributes high inflows approximated by the. equation for the tunnel modeled as a steady-state drain and a permeability of 2 x 10-4 . ft/min. 3) Assume that the remaining 75 percent of the tunnel contributes inflow as predicted by the sl~t equation or by the model of the tunnel as a ·transient drain. If the tunnel as a transient drain is used, inflow. should be based on time intervals sufficient to ensure that drawdown could actually have reached the tunnel. A time of 5 years is used herein. The predicted inflow to. the proposed power tunnel . based ori the method outlined above is 500 rt3/min for the slot equation and 1, 100· rt3/min r for the transient drain equation. . : ~ ~ : < •. . ..... tlU!Illl«.t ,,.,. .. ::.~rut .... -:-:.•:-:- Jl!!!l~m;l ~~r · .... , .;.; •. :;·:-:::.:,-: '·=···: -,_ ~ ---·-·~·~'-" ••••• ·-·--· •• _ • .,..----· --4 •.. -'··-··--~·'· •• i L.fi-L c 15 aoo-G(A-~) -41 .; .' -~' -~---. . / ( \ \ :frTTfiCHM_£f.IT :L'~· P :7 · -_oF:~'>35:-- ·Interoffice Memorandum TO: G. Brierley .Date: August 11, 1'983 Page 9 of 13 COMPARISON TO TERROR LAKE PROJECT .. . -,·· .. Comparison of the predicted water infl~w to the powe~ tunnel for the proposed Bradley"Lake -.~roject ~o 'those currently being· e~perienced in the power tunnel at the .terror Lake Project _allows an independent, subjective evaluation of the .P.redictions for the Bradley Lake Project. In order ·to allow this evaluation, the geologic and hydrog~logic conditions at the Terror Lake Project are. reviewed and· compared to· thO:J!e conditions at Bradley Lake. These condit~ons are briefly summarized in. tabular form in Table 4. The two projects have many similar characteristics. The cl~ate and ~ual '.,· r rainfall. at ·the. two pr<?jects are similar; high annual rainfall and relatively mild-climate. The tunnel alignment at each. project is located beneath. rugged, mountainous terrain. The ·tunn~l section at each project is approximately · 300 square, · ft . and each tunnel lies. an average of approximately 1,000 ft ·below· t}le ground ~urface. Core descriptions from . boring logs indicate the rocks. are gener!illY. hard, ·fresh, but ·highly · fractured throughout. Bradley ·Lake Project core· descriptions rarige from 'very severely to moderately fractured, as do· core descriptions .from Terror Lake. Drill water 16sses up to 100 percent of circulatioq were noted in the· majority of borings_in the vicinity of the· tunnels for both projects. The two projects. have several. aspect.s which are somewhat' similar· ,but are also sOmewhat·. different. Several fauit zones are. mapped. at each project. . . . ' Two raul t zones are. mapped at . the BradleY: Lake . Project which intersect. the. tunnel alignment at appr~ximately· ~ight angles. Angled core borings intersected these fault zones: at depth and revealed. ·15 to 25·. ft of fault .· gouge at each location~ Several lineations are mapped which intersect the Bradley Lake _project tunnel alignment at approximately right angles. Three " ... ;.. .'-.: .-: . _,.~ . . -:::·, . ;i<iili~iUid;~g~~~~~~i .......... ----~~-----'------- •: :. :jL~-.._ .. I \ .•. --~ _, __ ,. ______ --.. -. ·-···-·-.. Lfi-LC /5eoO -G(~k..) ~ 4/1 . /fTTfiCHi16f'JT .L : P·• f.D •. · oP.,:·i~:~:_$/··,y · Interoffice Memorandum TO: GG Brierley Date: August 11, 1983 Page 10 of 13 . fault zones are mapped at the Terror Lake Project which intersect the tunnel alignment somewhate obliquely, the smallest angle of intersection is between 45 and 80 degrees. Two fault zones were drilled using angle borings which encountered several zones of broken, fractured rock but no fault gouge. Twenty-one lineations are mapped at the Terror Lake Project which intersect the tunnel alignment at angles between 45 and 90 degrees. The two projects have many contrasting characteristics. The major lithologies at the Bradley Lake· Project are graywacke and argillite, ·whereas the major lithology at the Terror Lake Project is quartz diorite. The structur.e at the Bradley Lake Project consists of steeply dipping low grade metamorphics, the argillite exhibiting very tight, isoclinal folding whereas; quartz diorite at the Terror Lake Project is essentially structureless, consisting of a massive igneous intrusive body. Numerous water pressure tests·indicate the average permeability of the rock mass in the vicinity of. the tunnel at. the Bradley Lake Project is between 2 x -4 -5 10 ft/min and 7 x 10 ft/min, ·whereas no permeability data are avai!able for the Terror Lake Project. No artesian flows were noted· in borings taken at the Bradley Lake Project tUD;Del alignment whereas; an artesian flow of .20 gallons per minute (gpm) under a static head at the ground surface equal to 55 psi was encountered at a. depth of about 800 ft in a boring near a fault at the Terror Lake Project. This artesian flow was allowed to continue for a year during which no reduction in flow rate .was noted. Indirect evidence of contr~sting 'hydrogeologic conditions between the two projects include high percentage of precipitation noted as surface runoff at the Bradley Lake Project and no note of that ·phenomenon at the Terror Lake Project~> and a very wet ground surface at the Bradley Lake Project~> and essentially dry ground surfce at the Terror Lake Project. ·.·· .... ~:·:·~ .~ .• .· )~-~~~~i'~( ;LY:· ·: --~ .... -:-:··· .:·: . •! .• . . ,~;i;!ii~~ii§!i~i~i~~~~u!ii: ------~------------- --· ----·-·····---~--··-·'···--··· -----.-···· -~···-"''· ···-·-·· .. -· L.fi-L C. 15 aotJ-G(A-k..) ._ 4/ : •. ~ •·• < •.. ':.:;,:w: ~ ;.l'~~~~!;~~;·~~[~l!i'i!ilj;[~~f!t!H)~fc ; , ; <'''''~if:'•fi!' .,,, •• • ' ,,,,,,,,.,,, tp~t~·~~fJ\.1 T. .t.. p (I oF "3' 5 :t:' .·:.,. .·.·. ··,:-:· ::,:: .. ;::·. ~~ .·.··· .;i.:~----~~~~-~~-~·~-~~--·;:-:,.;.:,:.._i.:.:~.:.._·.::~.::L .. ;~;:_:-. ·. .-:.·: -·· ___ ;-~-. r \ Interoffice Memorandum TO: G. Brierley Date: August 11, 1983 Page 11 of 13 These observatio~s of geologic and hydrogeologic ch~acteristics at the Bradley Lake and Terror Lake Project sites suggest that ·there are several fundamental differences in the hydrogeologic regimes as related to ·potential tunnel inflows at the two _projects. Groundwater occurrence in metamorphic and. igneous· rocks such as those faun~ at the Bradley Lake and Terror Lake . Projects · is generally governed by fracture porosity and permeability~ Therefore it is the frequency, degree of weathering orientation and degree of openness {or width) of joints, fractures, faults and other discontinuities in these rock masses. that ultimate,ly determine the· groundwater characteristics. The extensive jointing system , at the Terror Lake Project is ·typical of shrinkage phenomenon associated with large intrusive .. bodies and these jointa commonly. carry water. The presence of artesian conditions at the Terror Lake Project illustrate the capacity of the quartz diorite to. store and.transmit groundwater .in relatively large quantities. The large surface runoff observed_ at the Bradley Lake Projec-t · site coupled with the low calculated values of permeability suggest a relatively impervious rock mass whereas the_ profuse, jointing, numerous lineaments and·record or· artesian flow at the Terror La:ke Project suggest a rock mass with moderate perm~ability. The Terror Lake Project power. turine;I,. iS currently under construction. The . . r tunnel had been driven a. total of 8,000 ft as of mid July, 1983 and was experiencing water inflows of approximately 650 ft3/min. The inflow was · occurring along, the numerous joints intersected by. the tunnel and appeared to occur rather consistently all along the ttinnel length. The tunnel had not yet intersected any of the three fault ·zones at ·the·. time of these observations and therefore significant ~dditional inflows are. anticip~ted by completion o~ the_26,300 .:ft long tunnel. . . ·>· . . . :: ~ ~ .. ' . . . -: ; : ~~:rot ···!:.·;···_jj:,;:t!ll~::!i;: ·:.=-- "".""---.... ·/ .-. r '· \,, _____ ... : Interoffice Memorandum TO: G. Brierley Date: August 11, 1983 Page 12 of 13 This analysis indicates that the groundwater characteristics are different . ' at the Bradley Lake Project than at the Terror Lake Project. Several observations indicate that the ·rock mass at the Bradley Lake Project is less permeable than the rock mass at the Terror Lake Project. This analysis predicts that an inflow of· approximately 500 ft3/min should be anticipated for the Bradley Lake Tunnel. Although this is only a rough approximation based on available data, it would app.ear to be compatible with observed inflows at the Terror Lake Project considering differences. in subsurface conditions between the two sites. CONCLUSIONS The predicted groundwater inflow to the power tunnel for the proposed Bradley Lake Project based on water pressure test data from the site, ranges from 500 to 1700 tt3/min. This is based on the assumption: 1) · that 20 percent of the tunnel will experience no inflow. 2) that 5-percent of the tunnel (about 1000 ft) will experience high inflow-rates approximated by the model of the tunnel as a -4 steady-state drain and rock mass permeability of 2 ~ 10 ft/min. r 3) that 75 percent of the tunnel will experience inflow rates approximated by the model of the· tunnel transient drain. The slot model results inflow value of 500 ~t3 /min and the as either a slot· or a in the lower predicted transient results in the predicted inflow value of 1700 ft3/min. drain model ~- ----·· ---.- . . . : . . ·· ·--·. ; cfi-L C I 5 eoO _, G(!f-1\...) -4 I ,,_ •:::.•':i''iV;':;;::::,,:::::1i\':;:m::mmn1i\i:i;iifHH!!i1!j;~:i!~!W·;.'.t!_'i':1'Wi:'HW:~'Un!i:,i;iWH':nmilWiH~H'),¥rFF7fJ10#:~9JYT: 1:<:':· '" P'sf3 . · oF .· .-.· ;::·-·'.·... ;·: _ ... :~::.:: .. -::; . -.:: .;:·' ··-. -·.· . . :: : ·. >:·:;>-· .'-.;:·. :::::>: ·. ;;'. ' 35· : .... ••'-. _._, . -~ . : -. . ... -~ : .: -. '' ··· Interoffice Memorandum ; I '· ..... ___ _ TO: G. Brierley Date: August 11, 1983 Page 13 of 13 Comparison of geologic and hydrogeologic conditions at the Bradley Lake and Terror Lake Project sites indicates that the rock mass at thl;! Bradley Lake Project site is generally less permeable than the rock mass at the Terror Lake Project site. Therefore, the lower tunnel inflows of approximately 500 ft3/min predicted for the Bradley Lake Project would appear to be reasonable when compared to actual tunnel inflows experienced during recent tunnel driving at the Terror· Lake Project. -·; r lillli!«iliiii~i#j' . ··· .... l\1lll!!l .. lllllli .·.-- J§ti!lilibilll~H\!l\!lli _ ... , .·._,_ : .. · j._. ___ -··--·--- . ~-,...·-~--. '\ / ' ('' --------· . ~ .. ··---.. , .. -·---·---... ----~-----,.-. ----- -:~ CII-L c 15 aoo -G(A-~r;...) -'1/ : ''';]~;;::;l'i,li~f:'~~'f{~~~~v'\t~~~!~1f8[~1~~i[~[!l!~~'f'''1f?""'iff~MMt:JII T>~ . . P II{ 0 F <::;.: .... : . .: .. ~ .. :\,. : .'::·· ::. REFERENCE LIST Appendix A -Geotechnical Report on Terror Lake Project, Kodiak Island, Alaska Beck, R. W.·, Sept. 1982, Bradley Lake Hydroelectric Project Summary Report on Analysis of Construction Procedures and Schedule (Preliminary Copy) Davis, s. N. and DeWiest, Re J. M., 1966, Hydrogeology, John Wiley and Sons, New York - Dept. Army Corps of Engineers; 1970, Dewatering and Ground Control for Deep Excavations, ·TM-5-818-5 Freeze, R. A. and Cherry, J. A., 1979, Groundwater, Prentice Hall, Englewood C!iffs, New Jersey Goodman, R. F-., et. al., 1965, Ground Water Inflows During Tunnel Driving, Eng. Geol., No •. 2, p. 39-56 Joe Sperry, personal communications, July 1983 R. w. Rutherford Assoc. and Int'l. Engr. Co., Inc., Sept. 1980, Terror Lake Hydroelectric Project, Kodiak Island, Alaska, Supplemental Geot~chnical Report Field Investigations 1979 SWEC, no date, Summary of Geologic Conditions-Bradley Lake Hydroelectric Project Terror Lake Project, Boring Logs PT~12, PT-13, PT•14, PT-15 Terror Lake Project, Geologic_Map of Power· Tunnel Area., Sheets 1 and 2 r · ..... · .. :. . . . :. :. ;':;,;; :, ~:. ; . .. .. ·· . ,;: ·'· .. ·; I . '· -; . ) \' '. '' . ; .<I ,c_f't-L C 15 eoo-G(A-1\..) '-II ~.:]Jr' ~~l!r~~r~~~!~~tif;~'i!~:~~:::··''l''~!'i'~'•'i~~:~~:··: il'·'''"' ''·····.···'·''"· rJ Tr~ HME~T ~· . P & o (7,. • v~W~ .... ~ ... ~~""'"-"""-._ ... ~._._._ . ..,..,._ .. ._ . ._.., ... w,..ww_.._..., .. ..,..,_.,. ___ ..,"WW~---... .._ ..... =-..;.; ...... _____ .__._._ ....................................... "':' ......... ~·~··:··------~--#·-·· :·· •"••••••,, ~t=~ \;:. · .. < . !!:2:!. Wlor(H -~.) o,•-r;e:-(IV-tl WHEIII! ! • IS AH AODITICNAl. LE!fGlM fACTO II OaT AIMED fi!O>I TME fiGURE BEL.CW DEVIELDI'!D liT IIARAat (zoi 0 0 0 I I .. ~D•• L/0 •O..S'"')f -, I I v I I I Cl2 v I I l / I v~ v .- 0 • 405 0.1 La ~,.10 (~ ARTESIAN FlOW IMX RESICIUAL HEAD OOWNSTREAM OF SLOTt (c) GRAVITT FlOW !!:2!. WloiH -01 o,·~ (IV.,•I ( D-~) L(D' ·ll!l 0.73 +CloD --• I. • 0 • ( o-~) 30(H • 01 +(oZ ·ll!l o.n +<UJ T COMBINED ARTESIAH .AND GRAVITY FLOWS T OI!VELOPED P-MODEL SlUDIES BY CIW'IIAH (211.311. ~0 -~.[';:-(H -~.) ··] (I V-al UV-t41 (IYoolS) (C<>urre:ry of llcC~ll Boolc Co.) Figure IV -3. Flow and drawdown for partially penetrating line slot; single-line source; artesian, gravity, and combined flows [modified from ref 45] SLOT EQUATION GRAVITY FLOW FIGURE 2 SOURCE: DEPT • .AR..'iY CORPS ENGRS. TM 5-818-5 .. . ·::- .-:. ~;i;t~~il!il~~!iil,,;~~{f ::· .:·::~~~~:::i=::~:~t1~~~~g~m ~ ·.<·· .. <'~ .. .. ·! ::: .. .. ·:·-: .. ~~~~· . ,- ' ~:~s:-, i \ ( \, L.fi-LC '/5eoO -G(A-1'::...) -((! /TTTitCH 1'1C.f'JT .:L p tJ . oF 3 5 ·.,:: ....... : ....... -: .. ;/7/1/71/tlll/lldltll/llltll////lll~ltlthlll/llil. T Ho 1 ..... o.t=_ Q 2-{i-k Ho -::: 2. ~ loJ ( Z Ho / (' ) WHERE: Q ~-INFLOW, _ft3tmin K ,. PERMEABILITY, ft/min H0 "' HEAD, ft r • TUNNEL RADIUS, ft TUNNEL AS A STEADY -STATE DRAIN FIGURE 3 r :;· ··.·:-· ... ~:·i.' ·:::. :.;~;:; .. ·.': ~~i~::~i:: ai\l!!!Bitit!ill@!HlH~ ··:~·:: ~: ::~: :~.:.: ~~ ;~::W ·. -::l;;<:i)\~ ;;i;;;~;;;;;;~~~i! --~--·---~:.- r ~- · .. - cff-L c 15 eoo·~ G-(A-")-'I 1 frTT~HI'1ciJT :L P ~oF 3 5 --;· ·.· . --··-···-------.... ··-··· ~ .......... ····· ···-········ .... · ~· / \ \ --#- fW1f§l~- ( (\· ....... · ·.· .· ,., l \ , __ \_ ... __ ~- 'lll////;///////;/l///lm7///////////ldl/l///l/l/. T Ho 1 ~L_ Q -{¢3C. 3 . )'/. HJ-\,.3 kH 7 t z. T.ltt'C't>t> • .. ~ .. ' . 3 Q(t) ... CUMULATIVE INFLOW AT. ANY TIME t, ft C .. EMPIRICAL CONSTANT ASSUMED TO BE 0.5 K = PERMEABn.ITY, ft/min H = HEAD AT TIME t, ft Sy a SPECIFIC YIELD OF ROCK MASS t '"' TIME·, MINUTES TUNNEL AS A TRANSIENT DRAIN FIGURE 4 .... ---· .. .. --. .. <:: ;- 0-lili!tl .:ifi>;iy':··· -:-•'' . ···q<·:· r ·-:·--=---:-=·=: .. :EWi~J&ii :;:.;;:.:~ . ;~H~\. :~ .. .. ,.'i:k<iiiiili~ii;jlliliiiii~i~ :. ' ,. I , .. I, ! Boring Test Int. No. Depth(ft) DH-2 65-75 .75-85 85-95 98.~-108.6 DH-4 27.4-249.9 . 37.4-249.9 .OH5· 12,4-25.7 0116 22.4-35.7 32.11-115.7 112;11-55.7 52.9-155.8 156.5-2118.3 206;5.;.2118.5 16,3-27.11 26.5-37.11 36~3-117.11 116.3:..57.1! 56.3-67.11 66.3-71.11 76.3-87.4 96.3-107.4 . 106.3-117·" 116.3-127.~ 126.3-137.4 136;3-147.4 1116.].;.157.4 156.3-167.11 166.3-177.4 176.3-187.11 186.3-197.4 196.3-207.4 206.]..:.217.11 218.3-229.6 223.5-2115.9 Borehole Test Int. Radlus(ft)Lengtb(ft) 0.25(NQ) 0.25 0.25 0.25 0.25(NQ) II • • ·-• • • • • W!.!2 ·12 " .195(BX) " • • • ~ • II II • 0.195(BX) • • • • • • II· II 10 1o 10 10. 222.5 222.5 212.5 13.3 13.3 13.3 13.3 102.9 '91.8- 42 11.1j 10.9 11.4 II • • II • • • . . • • • II n • " " 11.3 23.4 ...... ·~-. ,.;<~~\i ·. Pago·:::.:,:;m.'f 5 ,_, , 1 - 'PERMEABILITY DATA BASI::a. ,, ,. __ , ... oJOLE WA'ff.R PIIESSIJRE TESTS ·-·._._., . . . •/ Flow Water Table Gage Total Test. Abo_ve/Below Drill Water (Gal/Hln) Depth(ft) Press. (psi) Press. (psi) · Litholo!ly Fractures? Watert.able? Loss? K(ft/mtn) .22 ol5 .12 .6.0 -~3 1.58 1.3] . 0.72 o.oo 0.011 22.6 4.5 . 0.115 0,18 0.5 0_.2 0.15 10.9 9.8 0~9 11.0 9.4 . 9.7 9.8 11.0 0,] IO,g 10,g 0.5 0.06 o.~ o·.o 0,3 o.o O,J o.o Lake Sur face· ' . II II 0 0 0 • " • • • " II 1311 • • • • • • • • • 134 II " • • II • II " II " -, 50 50 50 50 2!) 50 35 15 25 35 50 100 100 100 15 '25. 30 . o• 115 60 60 85 .100 5' 111 1 100· 16 1 17' 100 II. " n . " _70 50 50. 50 50 25 50 35 25 110 511 73 1117 . 190 201 27 Ill 50 25 711 93 98 131 . 151 60 73 160 76 77 160 160 160 160' 160 '160 130 Graywacke Highly Balow ••ract.ured Graywacke Sheared Below Fault Gouge '• " Core Loss Below 1192.8-911.11 Oray~:~acka Occasional Below -Graywacke Zones 1-2ft Beiow • Argillite thick noted II ArgiUite • • • GW/ARO, GW/ARO. OW/ARQ, GW. ow ARQ, Ana. ARO/GW GW ow ow ow ow aw ow ow. ow ow GW GW ow ow GW ow a a Highly Free BelOw Sep.by 30-50 ft. .. . • Below High-Hod, Hod. Hod. Hod; Core Loaali51.7' Hod.-Sllght Intense/Hod Hod-Sl~- Higb-Sl, Sl, Higb-Sl, Htgh . -Sl-High - Sl, Sl, Sl-High 1!1gh High;fault sougol!121.0 lllgh High High 111gb High Sl, Sl, Core Loas: 206.3-211.11 Sl; High 9 2011 down Core Loaa: 206. 3-2.11•11 Sl. lllgh Hod. Above Above Above BeloW Below Below Below Above. " • " • • .. .. II ·• Abov0 Below • " • • " " " None • • • • • • 80J 152 1 0 ll 80J 20J 20J ·None None None lOOJ . II II • • . . • lO!lJ • • • n II ·n II " " " . 1.50x1o-5· . 1.02xlo-5 8.ax~o-6 II.08x10-5 2.118xl·a-6 1._11x10-5 : 7.911x1o-5 -0-2.0111110-~. 8.5]X10-.. 1.65xlo-5 1,111x10-65 1.01x10- 6.10xlo-5 1.66xlo-5 9.88x1o-6 1.411x1o-: 11.36x.10~ 3.19xlo-g 3.70x10-11 2.36x1o-11 . _2.12x10-11 5.38x1o- 11.96x10"'~ 6.17x1o-,, 11.72x10-" 11.66x10""11 1.03x10J 1.23x10 6 8.23x10":" -o-· 6.17x1o-6 . -o- 6.17xlo-6 :.·:·.::_::: .. :. .. , ·; i' . ! 1.· ·~--·· ~; . !,/, ~-; :=;:j . ..Z-5:· 'f!/· -·"'=::'-- ( Boring ·Test Int. ~ Depth(ft) 0117 18-28 28-38 38-48 118-58 58-68 58-68 68-78 68-78 78-88 78-88 88-98 98-108 108-118 108-118 118-128 118-128 128-138 128-138 138-1118 138-148 1118-158 158-168 158-168 168-178 168-178 178-188 178-188 188-198 llll-8 18.6-30. !I 28.6-40.1! 38.6-50.4 38.6-50.11 H.-· ':1,: .·::;f.jZ~; 118.6-60.4 118.6-60.4 58.6-70.4 68.6-80.11 78.6-90.4 88.6-100,11 101.3-132.5 Borehole Test Int. Radius( ft)l,ensth( rt) ,123(EX) 10 h u " " " u " " " u • " " " . " . " " " . . " . " II • " . " " • • " " . " • " " " .. " " • • • • " . " . , 195.(BX) 12 • • • • • • • • • • " . • • " n M II .• 31 -., ···.::: ·=·· ;,:_;._;~· r;;:···--· ... ...! PERMEABILITY DA1'A B~~:;', ·. JREIIOLE WA'I'ER PRESSURE TES1'S Flow Water 1'ablB Gage Total Test (Oal/Hin) Depth(ft) Press.(psi) Press.(psi) Litholost Fractures? ' 7.0 2.2 11.11 19.0 o.g 1.1 0.8 1.51 11.68 8.20 0.06 0.06 0.72 1.03 .68 o70 .36 o57 3.15 3.611 .2311 • 013 1.71 ;511 • go .110 ;83 .6g 1.0 o.o 2.8 3.7 1.0 2.0 o.o o.o o.o o.o o.o 11,3 • " " n " • • • • 25 36 35 19.01 25 50 25 50 25 50 50 50 25 50 25 • 50 u 25 • 50 " 25 N I 50 " 251 " 25 " 50 II 25 • 50 " 25 • 50 " 50 Assume 5o0ft 10 'I 15 • 10 20 " 12 " 25 .. 30 • 35 " 40 " 115 • 50 29 36 39 23 29 511 29 511 29 511 511 511 29 511 29 511 29 511 29 511 29 29 511 29 511 '29 ·511 511 111 19 111 211 16 29 311 39 Ill! 119 511 t:i",:+E,":i!~i:"'C: ow ow OW-AO ow ow ow ow ow ow ow ow ow ow ow ARO&OW ~123-127 ow • " " " OW& Fault. ·oougo ow • " • • II • ow • OW -ARO, OW-Chert ow " • • M • ARG-GW ~ : .. :.:..·~· .. :: :.:~~~:;:::-·: Hod, Hod. High Core lo:~.s o.5• High Hod, 81.-Hod. Sl.-Hod. 81.-Hod, Sl,-Hod, Hie;h Hod, Hod, High High-Hod. Hod. Hod. Hod.-Hish Hod.-High High •'· • • " " • Hod. " " High • " • • • " Hod. n 81, 81. -:· t)L;~-~ .-)~~ :~i::::::::-::::: :%?&):.:):>;: 'c--"!;i"lfi'i"'''._. :···r~:-~· /~age.'·.· . }#J ·""·--..... '-;,.i! / Above/Below Drill Water Watertable? Loss'/ K(ft/min) Below • ft " " " .II • • " " • ·" • " • " • " " ~ • • II • " • ? • " • • • " " • ~ ~ • 100J. " " " • • " M • • " " " (I' •{11211.5 " " " .. • • • " • ~ • ., " None " 15Jet114• •(6ft ohort bed 100J 956' " • BOJ II " " 9.79:x1Q.,:q 2.118x1o-11 4.58x15-IJ 3.35x1o-~ 1.26x1o-11 ·8,27x1o-.5 1.12x1o-11 1.13x1o-11 6.55x1o-11 6.16x1o-11 ·11.5lx10..:fi. 11.51x1o-6 1.01x1o-11 7.711x1o-5 9.52x1o-5 5.26x1o-5 5.611x1o-5 11.28x1o-5 11.111x10_ .. 2.711x1o-11 3.27x1o.;,s· 1.B2x1o-6 1.29x1o-11 7.56x1o-5 6.76x1o-5 5.60x1o-5 6.211x1o-5 5.19x1o-5 2.26x1o-11 -o- 6.33x1o-11 11.88x1o-ll · 1.9Bx1o-11 2.18x1o-11 -0- -o- ":"0- -o- -0~ f.~:~£-:~~:-~s~=-~· :·:-·\:.' ~~!.~~' rjl "'!I :::::::: ¥(\ ·~~ ~·:s V1 . fl'l ~ c.~ -1~ ~, Ci). ~ "'b?t ~1 a-..... n VJ U) .l /L: Bori~g ·Test Int. ·No.· Depth(ftt Borehole Test.Int, Radiu~( ft l!.ength(ft) Dll-9 14•26 n DU-11 111,8-28,8 .25(NX) Dll-12 . 26,1.:.38,8 II 26,1-38.8 n 26.1-38.8 " 36.1-138.8 • 139.8-q74.5. n 23.5~34,7 .195(BX) 3q,5.,.45.7 • 4'1.5-55.7 " 5Ji.5-65.8 II 6'1,5-75,7 II 23.2-36.0 33.2-46.0 q3;2-56.o 53.2-66.0 63.2-76.0 73.2-86.0 83.2:-:96.0 93.2-106,0 103.2:..116.0 113.2-126.0 123.2-136.0 133.2-1'16,0 143.2-156.0 153.2-166,0 163.2-176.0 173.2-186.0. 183.2-196.0 193.2;.206.0 203.2-216.0 213.2-226,0 223.2-236.0 233.2-246.0 243.2-256.0 253.2-266,0 263.2-276.0 '273.2-286.0 283.2-296.6 . 293.2-306,0 303.2-316.0 313.2-326 323.2-336.0 •l!5(NQ) . " oi II II • " • • •· • II • n II p II . II • " . • ~ ' • ;, " .. II H " 10 10 12.7 • • " ~ 11.2 • • 11.3 .11.2- II ·, II • " n n • " • • .. • " • • II " " " II .... ... ,.···· . ..:. . '--~· ~ f!f'--,\1. PERMEABILITY DATA BASI:;u • oiE:IIOLE WATER PliESSURE TESTS Flow Water Table Gage Total Test (Oal/Hin) Depth(ft) Press. (psi) Press.(psl) 18 o.o 0.2 1.4 o.o 1 .. 11 6.96 .• 48 .]6 .09 ·o.o o.~ ''2,5 1.6 olj,Q' 3o3. 2.9 5.4 10,0 1.6 1.4 0.9 0.2· 0,5 0.7 0.2 0,5 o;q .. 2.0 . 0,6 1.5. 2.6 1. 4 • o.o 1,0 0,1 9.0 8.5 1o;o 11.0 2.6 11.0 0.03 33 13 . . q II " lo 1q • • .. II 32 .. • • ~ • • • II .. • " n • II H II ~ " " " n 10 20 75 . 50 25 50 100 15 15 20 25 3Q 25 35 q5 55 65 75 85 95 100 • " '" "· "· II' • II ~ II II " n II ,, " II . 0 0 100 " 90 21 28 83 58 33 58 108 23 23 28 33 -38 qo 51 61 71 81 91' 101 111 116 " II • " ~ " II " • " " • " H II II " 16 16 116' II 106 Litholosy ARO-GW ow " n GW-ARO ... ow Olf-ARO ARO 'ow _ow . GW-ARO ARO-OW ow ow OW-ARO ARO II II II .. " N ARO-OW Oil . ow GW-ARO ARQ ARO AllO II 'p " ARO-OW ow II· II II " II Above/Below Drill Water · Fractures? Watertable? Loss?· K(ft/mtn) High · Above Hod.-High Below u • 10 II II N . " . .. High • • Hod.-High • High • • Hod, Hod,-OW High-ARO High • • • • !' • • Hod. High Hod,-High . Hod.-lligh Hod.-High Hod.-High • " II Hod, n " Hod.-High Sl,.;Hod, .. " High Hod.-High Below .• • • Above Below • • " " " • • • • II .. II. • II .. " " II " n • • " " n '" N " " 100J 100J " " • II " 100J li • • • " •(Core ·--loaa 93,q-97 .o> OJ • • • • • • II • • 11 f'ault go use 201.1- 2()1,q OJ • " " • " II II 100~ ll' 283-293 II " II .~o-. 6;88x1o-6 . 6;89x1o-5 -0-' 5;46x1o-5 1,8qx1o-4 6.96x1o-5 5.22x1o-55 1o07x10:" --0-' 5.27xw5 1.77x10:..q 8,90xto-~ 1.86x1o-q 1.32x1o-1( 1.02x1o- '1,68x1o-4 2.81x1o-4' II.09x1o-5 3.42x1o-5 2.2ox1o-~ 4.89x1o- 1.22x1o-5 1.71x1o-~ '1.89x10" .1.22x1o-56 9.87x10- 11.89x1o-5 1,'!17x10-5 3.61x10-5 6,]6x1o-5 3.42x1o-5 -o-2.45x1o-~ 2,45.10- 2.20x10-IJ 2.08xHi-q 2.4Sx10-4 2.69x1o-4 6.36x1o-~ 2;69x1o-~ 8,0]x1o-7 .·.:.:.·:.·.· ........ ·~·.·,;.~7Y '· ! '· t' /~' .. ·-.. u,·lnS: Te11t Int.. _..,N,._o.:,_ Depth(ft) DH-14 DU-17 Dll-37 28.4-100 38.4-100 48.4-100 58.4-100 68.4-100 78.4-100 88,4-100 32.8-44.0 43.8-55.0 54.1-65.3 64.3-75.5 74.7-85.7 84.5-95.7 94.5-105.7 104.5-115.7 114.5-125.7 124.5-135.7 134.5-145.7 144.5-155.6 154.7-165.7 164.3-175.5 • 174.5-185.7 184.5-195.7 194.5-205.7 192.9-235.7 11.1-19.7 19.5-29.8 29.5-39.8 39.5-49.8 49.5-59.5 59.5-69.6 69.5-79.7 79.5-89.8 89.5-99.6 99.5-109.8 119.5-129.8 129.5-139.8 139.5-.147 .o Borehole Test. Int. Redius(ft)Length(ft) 0,25(NQ) 71.6 • 61.6 " 51.6 • 41.6 " 31.6 n 21.6 " 11.6 .195(8~) II n M II N II II " II II • • 0 • II • " II .25(!1Q) " II " II • • io n " " .. " 11.2 " " • 11.0 11,2 " n • • ,II 11.1 11,0 11.2 II H .. 42.8 8.8 10.3 ~ II 10.0 10.1 10.2 10.3 10.1 10.3 10.3 10o3 7.5 L 'i ,...--..,.., • .,,.£ I I ..... ~ PERHEABILI'l'Y DATA B, -.;;,;.,..· mOLE WA'fER PRESSURE 1'ESTS f'low Water Table Oage Total Test (Oal/Hin) Depth(ft) Press.(pai) ~reas.(psi) 2.1 5.1 5.6 5.2 7.7 5.8 6.8 39.63 2,2 2.06 1.12 1.611 0.2 o.o 7.08 0.37 0,11 0.08 1.07 <. .96 .83 .03 o.o 0.04 o.o o,o O.iO 0.16 o.o o.o o.o 0,15 0.24 0.30 0,011 0,0 1.4 0.06 ·.:. 11 " " " " A 20.5 II II • I • • e II II II • • II II AllaWDe 20ft ao 117 'I 7 7 ? ? 7 7 ? ? 'I 7 7 30 40 50 60 70 80 90 20 25 30 32 35 110 115 50 50 55 60 65 60 65 7.0 70 73 75 5 15 20 25 30 35 110 45 50 50 50 50 50 37 117 57 67 77 67 97 31 36 41 43 116 51 56 61 61 66 71 76 71 76 81 81· 84 86 14 26 31 36 Ill 116 51 56 61 61 61 61 61 Lithology OW-ARO II " N " • • ARQ .. • n n " M " • • " • " • II ~ " " ow • II " II ARO II • OW-ARO ow ". " II Fractures? Hod.-High • I • II " • Sl,-Hod, High • .II • lligh-Hod~ High Hod • Modo Hod.-High ·• " .. High • II II II Hod, Hod.-High Sl.-Hod, Hod. Sl,-Hod, Hod. Hod. High Sl. Sl.-High Hod.-High Hod. Modo ::;a~m\ · · · · \nt:::· .. .. ::~:=: ~~:~=>. :-:·.·::: ;:: ·:.:'".::,' Above/Below Drill Water. Watertable? Loea7 Below II II II II " " Below " II I II " " II • II " " II " .. II " " 7 ? 7 7 7 ? 7 ,7 'l 7 ? 7 'l 0 • " • .. • • 0 10 • • II • • " • " .. • " • " • • Fault Q210-229; no water loaa 0 • • • • • • • " • • " ~ ·.: . K(ft/min) . 4,111:1c10-:5 8.94x1o-5 9.361110-5 8,801110-~ 1.1111110-4 1.271110-, 2.111x10'"" 11.271110-~ 2,041110-4 1.661110-5 8.691110-li 1.211110-5 1.31x1o- -o- 'I I I 3.871110-4 2.021110-S .. -2.021110-~ 3.76x10- ll,70lL10-; 11.511110"'5 3.611x1o-6 1.241110- -o- 1.591110-6 -0- -o- -o- 1.721110-5 -o--o- -o- 9.81110-6 1.11311 1o-5 1.66x1o-~ 2.181110-. -o- 7 ,64111o-56 3,281110- -:·. : ;::: -'"'Ill&..! / .. ·-~. ·•• I I PERMEABILITY OAl'A. ·.:\\ .lEIIOLE WATER PRESSURE TESTS . !loring Test Int. Borehole Test Int. Flow Water Table Gaga Total Test No. Delilllinl Radius(ft)Lengtb(ft) (Gal/Min) Depth(ft) Press.(psi) Press.(psi) Litholog:r: Fractures? Dll-38 16.0-2~.11 0.25(NQ) 8.11 0.8 Assume 11ft 10 17 ARO High aa DH-1~ 211.5-29.11 " -~.9 0 ? 15 22 • " 29.5-39.11 " 9.9 .32 ? 20 27 II A 39.5-119.3 " 9.8 .311 ? 25 32 • H 119.5-59.11 • 9.9 o.o ? 30 37 • Hod,-High 59.5-69.3 M 9.8 • 12 ? 35 112 ow High Dll-31 22.3-32.3 .25(NQ) 10 0' 0 30 30 ow Hod.-High 32.3-112.3 " • 0 • 110 ~0 M • 112.3-52.3 " " 0 " 50 50 " High 52.3-62.3 " M 15.·1 " 60 60 • • 72.3-82.3 II • 0 • 80 80 ~ Hod. 82.3-92.3 " II 6.8 H 90 90 H Hod,-High 92.3-102.3 • " 0 II 100 100 n Hod,? 100.6-110.6 II u 0 • 100 100 " Hod, ...., :a .:~·~: ·j;;~:;::. X ·::i~;·· I ;~. ~ -~ ' I l· .·,~,E. ~ 5 ,~· .~ e ·P" >-,• . )m: / ::~-9/. "f:':'! Above/Below Drill Water Watertabla? Loss? K!ft/aiin) ? 10-20? 1.82x1o-~ ? 0 -0- ? • ~.o6xlo-5 ? N . 3.6.7xlo-5 ? N -0- ? • 9.87x1o·6 Below 0 -0-• • -0- M • -0-• • 8.57x1o-11 N 50J 1ft -0- oore loaa C!67; M e water loaa . lj • 2.57x1o-• • -0~ • • -0- :¥.(\ 4~ :jf"' ~~ :t __ .;[S U1 ·:~ ~ ':<:.~ -~1 \:> L.l ·~ <P ~ o?t . '-' ~J: Q~ n VJ '-!) . \ ' ___ .,_-------·"• · . . L_fi-L c 15 aoo-G(ltk.) -l.( I · · ·:<1iii1]:.\i1li\!mlij1!ilji\j)im~:~ii)1)11j~i~1'\1i>ni~'\P~!\llim1ti:li/''iYi:;~~,,:: :> , ·, '>''~7tJf17fltLH IYl,ctJ T :L . P '-'-1 oF '3·5··:·: . . . ~L .-~ ~·-··-·---------· _.: •• ;,: • .; ••. : .. .:.~------·-·----·~;_._, ___ ... ________ ;,h ........ ,.,_.~------•..• - -~_:. __ ( \.· ~-~-- ( (_-- Data Category All Data Argillite (All) Argillite Below Wt. Graywacke (All) Graywacke Below Wt. Graywacke Above Wt. Argillite & Graywacke Argillite & Graywacke Below Watertable High/Low All tests 150 1 Deep TABLE 2 SUMMARY OF PERMEABILITY V ALOES tlumber of Data Points 168 46 29 91 54 8 31 25 37 Permeability 1.23 x 1o-4 6.77 x lo-4 1.93 x 1o-4 6.62 x 1o-4 2.44 X 1o-4 7.93 x 1o-4 1.60 X 10-4 3.89 X 10-4 2.23 X 10-4 4o84 X 10-4 2.45 x 1o-4 2.06 X 1o-4 1.16 x 1o-4 1.65 X 1o-4 7.42 X 10-5 10 X 10-4 3.35 x 1o-3tS.03x1o-7 6.96'x 1o-5 1.04 X lo-4 NOTES: -1. These mean values do not include those· water pressure tests with zero flow. 2. A total. of 30 water pressure tests of the 160 total tests had zero water take; approximately 20 percent. r -.· ;:- ·-: . :-:·· . . ~'':'?''~<~ -:_-, "''i~t'~~~:~!! -):~~·-:-:.:::_: __ . ·:,;_ .. .-::·:, ·-.:(·~ :', ·: :-:+-.-.<·-. .-;::_ .. :)::-: .. <-: llf(_l~_::H_,\ _ _l ~~~~) -~:-· ., ., .· -.. ·.·· -::;:-::: ,;~~l~~~~~(~~; '' · · · : C-11-L c 15 aoo-G(~K) .-'1 f .. "'''''<'?<.Hit.''~;H\k<~<:::::':i\:'·:,:~r:'''';:;>:u::r<>:,::>.'h-''fr1.1CHI'1C.f'JT' ·.1... ·· P .!J""S ·rpF= ·3' 5·:.·.· .·.; ::;::. ::·.:: ;:::: ·:·. •, ., . •'. • . -------·-·····-· ·-·····-···-····'··--····· ......... . ... ,.;,.;,, _ ... '(··-.--.. \ ~'- / ' ' \ c-- TABLE 3 SUMMARY OF ESTIMATED TUNNEL INFLOWS METHOD Slot Slot Steady-state drain Steady-state drain Transient drain* Transient drain • *Rate based on elapsed PERMEABILITY ·ASSUMED ft/min 2 X 1o-4 7 X 10-5 2 X 10-4 -~ f;. 7 X 1o-s_..l:.:f0 ·s~c 2 X 4 Ml'l 10-~,,;, 7 X 1o-5 '1xro-~ f+ ~ec .time of 5 years. PREDICTED INFLOW RATE ft3/min/ft of tunnel 6e07 X 10-2 2.12 X 10-2 2.5 X 10-1 8.1 X 1o-2 1.85 X 1o-1 . 1.16 X 10-1 r ··············-············ ._. ...... :•"''-''"i'"'-'''"''''~ ... -·~ .. ,. .... .._ ........ i: I; . ~. /-·~. I . • !TI!tl Climate/Rainfall Topography Dominant Lithology Tunnel Section • .Tunnel Depth Tunnel Length Significant Geologic-Structure Surface Geology Hydrogeologic Characteristics Inflow TABLE OF CONSIDERATIONS BRADLEY LAKE AND TERROR. LAKE BRADLEY LAKE PROJECT Wet Rugged Graywacke & Argillite Circular -10 ft Radius 1000 ft 17e500 ft Two major fault zones at right angles to'tunnel alignment, severa~ · l~neaments subparallel to faults .Steeply di'pping low-grade metamorphic rooks . Core highly fractured in boring log descriptions Barren Rook Water pressure tests yield average permeability of ? x 10-q ft/min for all tests,. 7 x 10-5 ft/min . for tests deeper than 150 ft Drill water loss noted in mo~t borings at tunnel alignment Large surface runoff indicating low permeability at surface Estimated at 500-2000 ft3/min TERROR LAKE PROJECT. Wet Rugged Quartz Diorite llorseshoe -10 ft wide 1000 ft 26,3oo ft 3 fault zones sub-perpendicular to the tunnel alignment, 2 lineaments inter- seottng surface trace of tunnel Massive intrusive body Core fractured to massive; profuse joints noted at ground surface and in. boring logs Barren Rook No .water pressure tes~ data; drill water loss noted in 3 of 5 borings at tunnel alignment One boring encountered artesian conditions at depth of 623 fte which increased to bottom of hole; 55 psi, gpm near a fault at surface Natural dam in graywacke ridge . has very low seepage .Numerous small lakes at· surface; but generally dry .Actual: 650 ft3/min after 8,000 ft :or tunnel driven, no majot• faults intersected in driven tunnel section · .. ...---......... \. jl :--' .~. --·-----···~-· ·-~----·· -~-~--··----- · L-11-L c /5 eoti-G-(A-~) ;.... '1 I ""'''' '/fTTfiCHME.f'lT .:L · . ·p ~2 f!F. 3 5 . ... .. ---·.-··--·· .... ~--...... .: .... ····· -. APPENDIX A This appendix contains an "informal" calculation performed to determine the permeability.· of the rock mass and the inflow· rate to . the power tunnel at ,the proposed Bradley Lake Project. Permeability of the rock mass was determined based on water pressure .tests .Performed. ~ boreholes at the. site. These tests are slllilmrized on boring logs contained in a report entitled "Bradley Lake Hydroelectric 'Project, Summary Report on Analysis of Construction Procedures and Schedule (Preliminary Copy)", R. w. Beck,, Sept. 1982. Calculated permeability values. for· each test are given in Table 1 of this report. r ·'· :· .· .. . · z;~~ 'f!-5'' 6 rn .. ." ·~ ·. } ~-. ,..........---------, ( ·• _r \ .X -:-.. o. 0 t:.. -..! 'X ...... () I ...... .. . , :: . . (\\ ~ )-l> i ~ ~ F ·£' ~ ~ F w ~ ~ r ~ I I ~ t .& :-1 . "l : . ----~, a t d· , ~ :,t, .• ·· ,.. ,--.-.--.-i~m::::kc·" · · · .. · .'·!f!li:l. · r c -~ ' t-. . .. :~: I ~ . r I. 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NO. , 1-tlBDO ' ' '·'· ~~ ' .::" STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENT.IFICATION NUMBER DIVISION, Ef. ?J_OUP CALCULATION NO. OPTIONAL TASK CODE ~ ( ff\') . '{1 S~Uf<C£$ .G)f pATA . PAGE 5" (D Ge"!-ec~*"tctt( 0-es tqYt Ctr tf.evto.. Rev 0 fVta..4-~c;, Zct> /.9o,;· SrQ..d /'t?. v 1-ttic.~ i-f yetyo~ tedV"{c Prv~~f ' ® Is f<;V\ /-:r.n f:erMtflOY?4J 5CJt.t".ely -f:_,r !< ~c.k Me~"' a J1 r ~·'S) J !978 'f/- <C rJCI ·C!. £~ r£d //l·.f ~'-E:cd s A~ y· ~ <. 4> V<'t·f1 h f~ ftv<. l-.p : .• r . ;:: ..,..!~· ,:., ,,., r Dr<s't.t>Y!hnll{{-,es (v~ t?cc.lc /Vla.ssf 4i 1 :Lnf; T. Ro'cft 111'.ec!1 /1.rf1 :.:-./ Vtt{ tCS p 3 f 9 -} G8 I Per;y ct ~"fl'l Pte-;~ 1 ~.13. @ H&~k., E: o.. ncl.. B yeo, Y, J. 1 /98!. (<t:Jc!C $(()fe £~9/VI-? f 7~~9 1 I~ sf... of f'!ltV1rn9 I M-e ~lfvl'?'y J t,ond~}1, GJ3. {<e.}l 3ra! C.(;l'. ®.Ober-t, L. A.M vvva.-tl, w.·r. t9 ,7, {<oc}c JVJ-echcu?rcs ·4J1d (~'( 'De~ t ;~ ~ c f S fl/u c.lc.n'PS 1;, /<o ~ ~ 1 .J'iJil,., l..V I l .f. 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SHEET A5010 65 ,• CALCULATION IDENTIFICATI.ON NUMBER J.O. OR W.O. NO. · CALCULATION NO •. OPTIONAL TASK CODE I Cj ~J00 1/-7 A-ssutvLt. e;._ s/,.C.!<eVJsid..cJ p/cthe_. A o. . '-(; 20 .. ~c...: s-. . · .. ~ = t{)tJt::J ps, ->r f 4 'f = 1 'I '1, aoO -_ps F ' ' ' ' /c.,; /.f]1)0 fo.11 ( ~0 + 5 /oq10 1'-1'(.;000) (/ LIU;O AcP; 7.Co6~ (<. (; cJr:. -1 CJ CL o( . 1.) s,.e.:: cr: I ~ 0 p c.F ) . c.J,arl; of \J f< c_ ~ ~~S Sh·o . .'\9 ht "'"'~ f?Dif he"' J.ue_ f-o r.es h" rt-ho II\ Vctlvi of cJ> -1-Jfi!C. /t!J'jto .:IJ:?_ < 70 o tooo 1 ~i-= ~.9 M.PIL l'f ~ r.J ' _I M P.::_ "l.l ooo ps F =-t M r~ (.! J'; ISDpc..f. ']..fCHJO :-of..!..: ISO 1-1 1+ :-21.0v o _ I j .9 Frf roc. k I -IS o Sfra.;;ht li~e 2,75 ~c (-6r htr. I.. -~ ~VI 70., s: 2...7 5. ·. PAGEl cJNAvr5 ctre. for v~ ( ue s tJ f o-vr n r ~fl.. ~f'e_ for) fJ rq A_ b b-< o-fu se o~ ft>ro,_r){e.y !AI< e.. P~~d-1 ,; .. rec.oll'\pvfe. G~C\.Y"B \?,r qe-~rOV\l]~[ve.:;' g (V{ .. Y\ ( V..., G<-or.{ck 1)e.~ (j "'-Crt t-~~~~-. 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 S. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ ~ t; ~00 ~(AI<-) 1f7 Be:su rts-For JO(,_fs Two cll~y/5 are pr~pa. rt..d lOr. Jot~ fs { rf-:3~~); T/Jes.€_ are._ fay-Jf<.C -20 .· ( rouJ'It J or 11 {3) a r4 Jl<C = 'I o C s /17 J1. rly ro U'J ~ j rJ f'1 {J ). $/VIOO fh JOff/[ f5 £ "" t1 (e:( CoY! S rd.et-a.. d"( erect S~c;f f. Refu{'f?, are 5ttdW/11 I:J-e{ou.J ~s ft;t.b{es C(yttA cfo.a.vts. I J7)ff'JTS ·BRADLEY LAKE HYDROELECTRIC PROJECT RuCK SHEAR COHESION SPREADSHEET s~tar .wl:1 NOTES TG USER: :I PROBLE~ IS SET lJP ·FD'R BARiONS SH~AR E~UATION 2. PR~BLE!'i IS SET UP FQR SCi FT OF ROCK COVER 3. • PIC F :LES ARE STORED AS EART2':'5 ~ ETC Fj!i ?HI =20 & JRC=5 ~ATERIAL PROPERTY CONSTANTS =======================· ANGLE GF IHERNAL rRICTHl~ UNIT IIEISHT ilF ROCK J3lNT RGU6H~E5S CtiEFFICim xocr; liUR~AL JOINT DELTA UlAD STRESS STRENGTH P"~ .r. .. \FTl 1P5Fl 'P"•' .. ~ll rn.-.. , \i.!tlJJ 35 I 00 DEfiR~ES 150.00 L3iCU FT 20.00 DlftENSIUNLESS ?EAK EFFEC JOI~i SHEAR COHESION s;RE1i6TH \PSFJ {P5F) ·~~·· \i :lli ... t-> • ..-; iitLiH ?EAK EFFEC JOINT PHI SHHR COHESION STRENGTH !OE6l !PSFi !PSF! !?Sil DELTA C'" dU \CiE6I J.1l.f5800.08 D.~.CRE66ER 11-Sep-86 PEAK SHEAR (PSFi EFFEC ;,rtUC'C!ii!:,: i.·i.ilii..;./.;.;..1;1; f?SF) ===== ======== ======== ======== ==== ======= ======= ======= ==--==== ======== ======== ======= ======= 2 300.00. 4000 65.67 824.24 614.18. fOOD .. ~ .,.., JJ.o.: 824.24 6!4. ill 250 41.58 024.24 m.:a ! bOC.OO 4000 59.65 1645.49 1228.36 1000 47.60 1648.49 1228.36 250 35.56 1648.49 !228.36 ~ 6 900.00 4000 56.12 2472.73 1842.54 1000 44.08 2472.73 1842.54 250 32.04 2124-Si 1494.33 I 1200.00 4000 53.62 3296.97 2456.72 1000 41.58 3296.97 2456.72 250 29.54 2520.65 !680.40 u !0 !500.00 4000 51.69 41?f ')·j ......... ~ 3070.90 1000 39.65 4.121.22 3070.90 250 27 .6i) 2894.32 1544.00 12 1800.00 4000 50.10 4945.46 3685.09 1000 JUt 4945.46 3685.09 250 "-'' (;''J .a..i.isVi.. 325i),(i4 !989 .67 14 2100.00 4000 48.76 5769.70 ~299.27 1000 1' ~') ~o.t .. 5769.70 4299.27 250 24.68 3591.08 2120.64 16 2400.00 4000 47.60 6593.95 4913.45 1000 35.56 6593.95 ·~.a .. '!'r liE; I) 23.52 3919.79 2239.3~ ~~ • .l.'!.' ~.; 18 2700.00 4000 46.58 . 7418.19 5527.63 11)00 34.54 i236.37 5346.31 250 ..,.., ~;.·1 ,J-i..•.Ji..' 4237 I 95 2347.39 20 3000.00 4000 45.67 8242.43 6141.81 iOOO 33.62 7664.57 5504.25 250 '"! c~ ~i • .JO 4546.9! 2446.29 22 3300.00 4000 44.84 9066.68 6755.99 1000 32.80 8085.18 5774.50 250 20.76 4047. 75 2537.06 24 3600.00 . 4000 44.08 9890.92 7370.17 1000 32.04 8495.05 5977.31 250 20.00 5141.33 2620.59 "' .:0 3900.00 4000 43.39 1\)715.16 7954.35 1000 31.35 8901.65 .6173.04 250 19.30 542a.33 2697.57 28 4200.00 4000 42.74 11539 .4i 8598.5~ 10QO 30,70 9302.95 bJb2.QB 250 18.66 570,9.47 2768.00 30 4500.00 4000 42.14 12363.65 9212.71 1000 30.10 9695.75 6544.82 250 18.06 5985.22 2834.19 32 4800.00 4000 4L58 1Ji57 .89 9826.90 1000 29.54 10082.62 bi2L62 250 1i~50 6255.7 b 2894.7 6 J4 5100.00 4000 41.06 14012.13 10441.08 1000 29.02 10463.89 6892.84 250 16.97 652!. 75 2950.69 36 5400.00 4000 40.56 14836.38 11055.26 1000 28.52 10839.90 7058.78 250 16.48 6783.42 3002.30 38 5700.00 4000 40.09 15660.62 11669.44 1000 28.05 11210.94 7219.75 250 16.01 7041. Ob 3049.38 40 6000.00 4000 39.65 16484.86 12283.62 1000 27.60 11577.26 7376.02 250 15.56 7294.92 3093.67 42 6300.00 4000 39.22 17309.11 12897.80 1000 27.18 11939.13 7527.82 250 15.14 7545.21 3133.90 44 6600.00 4000 38.82 16133.35 13511.98 1000 26.78 12296.77 7675.40 250 14.74 7792.14 3170.77 46 6900.00 4000 38.43 18957.59 11126.16 1000 26.39 12650.38 7818.95 250 14.35 6035.90 3204.47 48 7200.00 4000 38.06 19761.84 !4740.34 1000 26.02 13000.16 7958.67 250 13.98 8276.64 3235.15 50 7500.00 4000 37.71 20606.08 15354.52 1000 25.67 13346.29 8094.74 250 13.62 85t4.51 3262.96 , ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ m ~ ~ ~ N -o ~ m ~ ~ ~ • ~ 18 Hi 14 13 -12 f1l 11 ILt -z_ tO 01.1 ~~ g Ill ~ Ji;:l ~ =Ill B 0 = 0 Q 7 ~~ B ~ 0 Ji;:l 5 rr.. ~ 4 3 ~ "' N -l.dNNNNNNN NNN--------OIDOI...,CIIUI~~ N-011101 ""'Ill UI~~N PHI 35 DEG JRC 20 BARTON T=P*T.AN(PHI+JRC*LOG(JCS/P)) 2j~ l •. / 0 OIDQI...,CIIUI~IIIN- 2 4 B LO 12 14 16 18 20 22 24-26 28 30 32 34 36: 38 4-0 4-2 4-4-46 48 50 F'Et""'T OF ROCK COVER (G.A.liMA = 150 PCF) CS = 4000 PSI + JCS = ·1000 PSI ¢ ICS = 250 PSJ ·"" .. g f-1 ? I~ 0 %1 o?E 0? z 9 - 0 < ~ (/) -1 r........,z 0 ~.~ 0 z l> 111 r "" 0 0 c 0 ~ c "'D r )>111 l> -1 r~ -0 -1 0 0 z em l> 0 r %1 r )>~ 0 111 c z -i G) ..t::~ -1 oz .,.. -J::! 0 z~ 0 l> :::0 z -1 cn;z z 0 :::I: G) 0 z rt1 0 z ·o c rtl%1 0 3: -i "tJ "'D OJ 0 -1 111 :::0 %1 l> 0 -1 z l> 0 r z -1 l> (/) "' 0 0 0 111 - "'D l> G) 111 1'0 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 45010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CA.LCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei ~~UP CALCULATION NO. OPTIONAL TASK CODE PAGEjQ_ tS~OO &CAt< t./1 LrorNT~ -cf~3So J(<C..= to! BRADLEY LAKE HYDROELECTRIC PROJECT J.0.15800.08 ROCK SHEAR COHESION SPREADSHEET D.". CREGGER shm.wkt 1!-Sep-86 ' NOTES TO USER: 1. PROBm IS SET UP FDR BARTONS SHEAR EQUATION 2. PRDBLEr. IS SET UP FOR 50 FT OF ROCK COVER 3 •• PIC FILES ARE STORED AS BART2G5l ETC FOR PHI=20 & JRC=5 . - MATERIAL PROPERTY CONSTANTS ---------------------' ----------------------- ANGLE OF INTERNAL FRICTION 20. 00 DEEREES UNIT WEHiHi OF ROCK 150.00 LBICU FT JOINT ROUGHNESS COEFFICIENT !0.00 DlME~SlOMLESS .> J ROCK NOR"Al JOINT DELTA PEAK EFFEC JOINT DELTA FE.~K EFFEC JOINT DELTA ?EAK · EFFEC LOAD STRESS STRENGTH P"l • ML SHEAR COHESION STRENGTH PHI SHEAR COtiESlDN STRENGTH . PHI SHEAR CDHESIDN (FTJ IPSFJ !PSIJ IDE6l (PSFI \PSFJ !PS:p !DE6l !PSFl !PSFl !PSIJ tOEtti IPSFl !?SFl == =====--= ==== ====== ==== =--==== ==;--==== ====== ======= ==== ======= ====== ====== -------- 2 300.00 4000 32.83 395.71 286.52 1000 26.81 319.61 210.42 250 20.79 258.85 149.69 4 600.00 4000 29.82 710.58 492.19 1000 23.80 575.42 357.04 250 H.78 ~65.10 -')II,_ 1'1 : L 1hi•ii. b 900.00 4000 . 28.06 1001.72 6i4.15 1000 22.04 811.54 483.96 250 16.02 '"'-·1. 326.51 0-i"Ta.-0 s 1200.00 4000 26.81 1278.43 841.66 1000 20.79 1035.51 598.75 250 14.77 il1"! ~7 39b.36 iJ..:Wa.i.1J ~: 10 1500.00 4000 25.84 1544.82 998.86 1000 19.82 1250.70 704.81 250 13.80 1004.24 455.29 ,. 12 1800.00 4000 25.05 1803.24 1148.09 1000 19.03 1459.22 804.07 250 13.01 iib9.39 514.25 14 2100.00 4000 "24.38 2055.18 1290.84 1000 18.36 1662.14 897.80 250 12.34 1329.66 565.32 16 2400.00 4000 23.80 2301.69 1428.16 1000 .17. 78 1860.39 986.86 250 .,. 7L 1485.80 612.27 ~ i.l1IU 18 2700.00 4000 23.29 2543.51 1560.79 1000 17.27 2054.61 1071.89 250-: 11.25 1638.36 655.64 20 3000.00 4000 22.83 278!.24 1689.33 1000 16.81 ms.3o 1153.J9 250 10.79 1787.75 695.57 22 3300.00 4000 22.42 3015.33 1814.23 1000 16.40 2432.84 1231.73 250 10.35 1934.39 m.za 24 3600.00 4000 22.04 3246.14 1935.85 1000 16.02 2617.53 1307.24 250 10.00 207S.4b 768.17 26 3900.00 4000 21.69 3473.99 2054.51 1000 15.67 2799.65 1380.16 250 9.65 2220.23 SOc.74 28 4200.00 4000 2!.37 3699.12. 2170.44 1000 15.35 2979.40 1450.72 250 9.33 2359.87 831.20 i 30 4500.00 4000 21.07 3921.74 2283.58 1000 15.05 3156.97 1519.10 250 9.03 2497.56 559.70 ~ 32 4800.00 4000 20.79 4142.05 2394.99 1000 14.n 3332.51 1585.45 250 8.75 2633.44 886.35 1. 34 5100.00 4000 20.53 4360.20 2503.96 1000 14.51 3506.17 1649.92 250 8.49 2767.61 911.37 ) 36 5400.00 4000" 20 .• 28 4576.34 261o.90 1000 14.26 3678.07 1712.63 250 r8.24 2900.20 934.76 ; 38 5700.00 4000 20.05 4790.58 2715.95 1000 14.02 3848.30 1TI3.67 250 8.00 3031.29 956.66 "40 6000.00 4000 19.82 5003.04 2819.22 1000 13.80 4016.97 1833.15 250 7.78 3160.97 977.15 42 6300.00 4000 19.61 5213.82 2920.80 1000 13.59 4184 • .16 1891.15 250 7.57 3289.31 996.30 44 6600.00 4000 19.41 5423.00 3020.79 1000 13.39 4349.95 1947.74 250 7.37 3416.38 1014.18 ,. 46 6900.00 4000 19.22 5630.66 3119.26 1000 13.20 4514.40 2003.00 250 7.17 3542.24 1030.85 48 7200.00 4000 19.03 5531:.88 3216.29 1000 13.01 41177.58 2056.99 250 6.99 3666.95 1046.37 50 7500.00 4000 18.85 6041.72 3311.94 1000 12.83 4839.54 2109.76 250 6.81 3790.56 1060. i9 , / \_~' .-·---,_ \ ·\ ! ,•' .. .. .. ~ • . .. (II "' "' .... "'. CJI • .... "' ttl (.II N N ~ N N N N N N N - - - --· - - Cl> uo ~ 111 i'> ~ 0 IQ CD ""' C11 U1 ~ Ill. i'> -0 .oo, CD ..... C11 U1 ~ Ill i'> -0 10 CD ..... C11 U1 ~ Ill i'> -0 IQ CD ..... C11 U1 ~ Ill i'> -~~------------------------~~~------------------------------------------------~--~---r-,~ ~ g.. -z o-Ul~ ~ ~ = Elf 0 Ill 0 :1 . Q ~.·~ 0 t • PHI 35 DEG JRC 10 BARTON· T=P*T.AN(PHI+JRC*LOG(JCS/P)) 6 . 5 4 3 2 ~~ . . .-....,...----· 121'...-......... -~-+'""'" / . /!'_..---+ ' ¥". . . ____.. . ·./~ .--" " " ·& ••• .. ~ 1 ..., -r-·-r--r-··-r~-..:.-T ..---r I I I I I I I I I I I I I I 2 4 a a 10 12 14 16 16 20 22 2-t-26 28 30 :12 34 36 36 4D 4.2 «-4-6 48 50 FEET OF ROCK COVER (G .• UOriA = 150 PCF) + JCS = 1000 PSI CS ~ 4000 PSI <> ;res = 250 PSJ c... ~ J\0 :::0 o:E 0~ z !=> 0 < (;'\~ .~z ~~ ~~~ 0 c: -u 0 l> r 0 c: ~~ -J::! 0 z z ~ 0 -u -f 0 z l>. r -f l> (I) " 0 0 0 Ill -u l> G) Ill 1:: g 0 ill 0 l> r ·o c: r l> -:1 0 .z 0 Ill z -f. 'TI 0 l> -f 0 z z c: i: CD Ill :::0 (I) -f 0 z Ill "" o·~ )> Ill r~ ::::-t· 0 -f c Ill r ::o )>Ill ;·,·: ~~ .~t oz -!_~- z~ :.-;--: :::0 cn;z :I: G) 1'11 0 mg -1 "'D 0 :::0 'I l> -f 0 z ( \ I 2 3 4 5 6 7 8 9 10 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 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .6.5010 65 CALCULATION IDENTIF.ICATION NUMBER J.O. OR W.O. NO. DIVISION e; G~~UP CALCULATION NO. OPTIONAL TASK CODE PAGE CL l t?i(,~O 6(/.\-\<-'11 R.esutU., forH>/t4ho"(p jFOLl ATtoNCS-.::-'20 6 JR_(_;-zo[ . ' BRADLEY LAKE HYDROELECTRIC PROJECi J.G.!5800.0S iiDCK SHEAR COHESION SPREADSHEET 0. ~I CRE66ER snear .wi::1 11-Se~·-86 NOTES TO USER: I PRGBLEM IS SET UP FuR BARiONS SHEAR EGUAJiuN .. 2. PRuBLE~ 15 SET IJP FGil 5(; FT OF ROCK COVEll 3. .PIC FILES ARE STORED AS BAHT205, ETC FOR ?H!=20 & JP.C=5 MA iERIAL PROPERiY CONSTANTS .. ======================--=== AN5l.E OF IllTERfiAl. FRI CTHL~ 20.00 DEGREES UNIT WE16HT uF ROCK !50.00 LE/CU FT JOINT RQU6HNESS COEFFICIENT 20.00 DlME~SimJLESS ROCK NORMAL JOINT DELTA ?EAK EFFEC JOINT ~ELTA PEAK EFFEC JOINT DELTA o~•" '-HI\ EFFEC LOAD STRESS STRENGTH PHI SHEAR COHESION SiRENETH P''T . "• SHEAR COHESION 5TREN6T~ PHI SHE.4R CGHESI~~ iFTJ !PSFi !PSII <DE6i <PSFl !PSFl \PSil !DEE! !PSFI iPSF} (PSli ;DE 51 •oc:r· I. wi I !?SF; ===== ==== ===== ===== ======= ===== ====== ====== ====== ======== ======== ======= ======= -------- " 300.00 4000 65.67 824.24 715.05 1000 53.62 524.24 715.05 250 41.58 m.46 445.2? l. 4 600.00 4000 59.65 1648.49 1430.10 1000 47.60 1456.01 1237 .b3 250 J5.56 Q"Ci: rY' '.li.J•Vl 656.68 6 900.00 4000 56.12 2472.73 2145.16 1000 44.0S 1852.03 1524.46 250 ]2.04 1153.66 526.08 5 1200.00 4000 53.62 3296.97 2860.21 1000 41.58 2217 .&4 1781.07 250 29.54 1407.13 970.36 10 1500.00 4000 51.69 4121.22 3575.26 1000 39.65 2561.34 2015.38 250 27.00 1642.95 109/.0(i 12 1800.00 4000. 50.10 4945.46 4290.31 1000 35.06 2887.53 2232.38 250 26.02 1865.30 1210.15. 14 2100.00 4000 48.76 54114.07 4639.73 1000 36.72 3199.73 2435.39 250 24.6a 207p. 79 1312.46 16 2400.00 4000 47.60 5524.06 4950.S3 1000 35.56 3500.26 2626.74 250 ''>1 ~-· .... ..JJ.. 2279.25 1405~ 72 '• 18 2700.00 4000 46.58 6233.71 5~0.99 1000 34.54 3790.85 2808.13 250 22.50 2473.99 1491.·27 20 JOOO.OO 4000 45.67 6633.77 5541.86 1000 33.62 4072.79 2980.85 250 21.5S 2i:b1.9~ 1570.05 22 3300.00 4000 44.84 7025.00 5823.90 1000 32.80 4347.11 JH6.01 250 20.76 2844.04 1042.94 24 3600.00 4000 44.08 7408.11 6097.82 1000 32.04 4614.63 3304.33 250 20.00 3020.7b !7!0.47 26 3900.00 4000 43.39 7783.76 6364.25 1000 31.35 4876.01 3456.52 250 !9.30 J!92.65 1773.i7 28 4200.00 4000 42.74 8152.52 6623.84 1000 30.70 5131.51 3603.14. 250 18.66 3360.15 1831.4E 30 4500.00 4000 42.14 8514.90 6Bn.03 1000 30.10 5382.51 3744.65 250 18.06 3523.61 1885.74 32 4800.00 4000 41.58 8571.35 7124.30 1000 29.54 5628.51 3851.45 250 17.50 3683.33 1936.28 34 5100.00 4000 41.06 9221..29 7366.04 1000 29.02 5870.16 4013.91 250 16.97 3839.59 1983.34 J6 5400.00 4000 40.56 9568.06 7602.62 1000 25.52 6107.75 4142.31 250 r 16.48 3992.61 2027.f7 38 5700.00 4000 40.09 9908.98 7834.35 1000 28.05 6341.56 4266.93 250 16.01 4142.59 2067.96 40. 6000.00 4000 39.65 10245.35 8061.53 1000 27.60 1:571.51 4387.99 250 15.56 4289.72 2105.90 42 6300.00 4000 39.22 10577.43 8284.42 1000 27.18 6798.72 4505.71 250 15.14 4434.16 2141.15 44 bbCO.OO 4000 38.82 10905.44 8503.24 .1000 26.78 7022.48 4620.28 250 14.74 4576.05 2173.85 46 6900.00 4000 38. 43 11229.60, 8718.21 1000 .26.39 7243.25 4731.86 250 14.35 4715.52 2204.13 48 7200.00 4000 38.06 11550 .11 8929.53 1000 26.02 74b1.18 4840.60 250 13.98 4852. 70 2232.11 50 7500.00 4000 37.7111867.14 9137.36 1000 25.67 7676.42 4940.65 250 13.62 4987.67 2257.90 " .. \, ·'-~ -- 1"''#"'·., __ ./ ... ... 4> .;. ... en "" ~ t111 N ... ... ~ ~ ~ ~ ~ ~ ~ _ o ~ m ~ ~ ~ 4> ~ N -0 ~ m ~ ~ "' ,. ~ N - CJINNNNNNN NNN-------O~m~CIIUI·~ N-O~m ~~ ...... ~ ~ ~ N - ... 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(G.A.lfMA = 150 PCF) , )> + JCS = 1000 PSI CS = 4000 PSI ¢ 1CS = 250 PSJ G) 111 ~ p 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 e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE ...£f. l Sf;l)O . !EDL.l ft-TtON S BRADLEY LAKE HYDROELECTRIC PROJECi RUCK SHEAR COHESIJN SPREADSHEET shear.~k1 NGTES TO USER: L PROBLEM IS SET UP FOR BARTONE S~EAR EQUATimi 2. PROBLE~ IS SET UP FGR }0 FT OF ROCK COVER 3 •• PlC FILES ARE STORED AS BART2~5! ETC FU~ PHI=2:J ~ 1RC=5 nAiERIAL PROPERTY CONSTANiS ========================== 20.00 DEEREES UNIT WE! f:iHi UF ROCK JOINT ROUGHNESS COEFF l CIENT RuCK NORMAL LDAO STRESS (FT) !PSFl JOINT STRENHH (PSil [IELTA ?EF.K PHI SHEAR !DE61 (PSFJ EFFEC JOINT CDHESIGN STRENGTH tPSFl (?SD '+1 OELTA P''T I fi.L F~Afi SHEAR (?SFi EFFEC JOINT COEESlON S7~£~6~H i?SFl !PSIJ DELTA PHI .0.!5500.(15 !:!!itf.:-: \?SFJ ErEC ===== ======== ======== ======== ====== ======== ======= ======= ==--==== ======= ======== ======= ======= t. 300.00 4 b(J-~.00 6 900.00 8 1200.00 10 1500.00 12 1800.00 14 2100.00 16 2400.00 18 2700.00 20 3000.00 22 3300.00 24 3600.00 26 3900.CO 25 4200.00 30 4500.00 32 4800.00 34 5100.00 36 5400.00 38 5700.00 40 6000.00 42 6300.00 44 6600.00 46 6900.00 48 7200.00 50 7500.00 4000 4000 40!)0 4()00 4o-~o 4000 4000 4000 4000 4000 4000 4000 4000 ~000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 32.83 395.7: 286.52 29.82 7ii\55 492.!9 28.06 fOOL72 674.15 26.81 1278.43 841.66 25.04 f54U2 99U6 25.05 1803.24 1148.09 2US 1055.18 1290.84 23.80 2301.69 1428. !6 23.29 2543.51 1560.79 22.53 2781.24 1689.33 22.{2 3015.33 1814.23 22.04 3246.14 1935.85 21.69 3473.99 2054.5! 2!.37 3699.12 2170.44 21.07 3921.74 2283.85 20. i9 4142.05 2394.99 20.53 43"60.20 2503.96 20.28 4576.34 2610.90 20.05 4790.58 2715.95 19.82 5003.04 2819.22 19.61 5213.82 2920.80 19.41 5423.00 302().79 19.22 5630.66 3!!9.26 19.03 5836.88 3216.29 18.85 6041.72 3311.94 :coo 1000 !GOO iOOO iOOO 1000 1!)00 1QOO 1001) 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 100(r 1000 1000 1000 26.51 23.80 22.04 20.79 i9.82 19.03 18.36 17.78 17.27 16.81 i6.40 319 .bf . 210.42 575.42 357.04 8~1.54 483.96 1035.51 598.75 1250.76 704.81 1459.22 804.07 1662.14 097.80 1860.39 986.86 2054.61 1071.89 2245.3{1 2432.34 16.02 2617.53 15.67 2799.65 1153.39 1231.73 130i .24 1380.16 1450.72 1519.10 1585.45 1649;92 1712.63 1773.67 1833.15 1891.15 1947.74 2003.00 2056.99 2109.76 !5.35 15.05 "14,77 14.51 14.26 14.02 13.80 13.59 13.39 13.20 13.01 12.83 2979.40 3156.97 3332.51 3506.17 3678.07 3848.30 4016.97 4184.16 m9.9S 4514.40 4077.58 4839.54 250 250 250 250 250 250 250 20.79 f7.7e 16.02 13.ei} 250 "11.76 250 11.25 250 10.79 250 !0.35 250 250 250 250 250 10.00 9.65 Q 11 ''"'"' 9.03 8.75 250 8.49 250 r 8.24 250 8.00 250 7.78 7.57 250 250 250 250 250 7.37 7.17 6.99 6.81 258.88 465.10 654.38 :rn ~1 •• !l. . .lWa ... u !004.24 ii69.39 1329.66 149.69 326.81 396.36 455.29 £;, ~ /, ."}.!; ~.~.,. •• J JUJ,jL 14B5.80 612.27 1635.36 655.64 1787.70 695.87 1934.39 !JJd.O 20?8.46 7:55.17 222\1.23 SOc.?I 2359.87 53~ .2(1 2497.56 559.70 2633:44 886.35 2767.61 911.37 2900.20 934.76 3031.29 956.66 3160.97 977.15 3289.31 99b.30 34!6.38 1014.15 3542.24 1030.55 3666. 95 1046.37 3790.56 106(1. 79 L---------------------------------------------------~----------~ ~-~ .... --..... , ,...-·· i 4> 4> • 4> 4> 4> 4> .... 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NO. lSBCO STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE ·'11 PAGE_ji2_ 5 r~; :::: 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 ·:-BRADLEY LAKE HYDROELECTRIC PROJECT . ROCK SHE.4R COHESION SFREMSHEET shear· .Yki NOTES TD USER: 1 • PRGBLE~ IS SET UP FOR BARTONS SHEAR EQUATIGN 2 I PROBLEM IS SET UP FOR 5Q FT OF Rg_CK COVER ~ATEjiA~ PROPERTY CONSTANTS ======================= AN6LE OF INTERNAL FRICTION UNIT WEIGHT QF ROCK JGINT ROUGHNESS COEFFIClEN7 20:0(i DEJREES ~SG.Ot) LBjCli FT 5. 00 ~il~ENS!O~ilESS < RuCK NDR~AL JOINT STRENGTH (pSl) DELTA PEAK LOAD STRESS PHI SHEAR COHESION STRENGTH \FTJ t?SFj tPSFl iPSii fiELTfl JV' ~ 11.1 (0E6l ?EAK SHEAR [PSFi DEL 7 h CD~:SION STRENETH fPSFJ i?Sll J .0.15500.08 l'.11. CRE65ER !1-Sep-86 PEAK ===== ======== ======== ======= ===== ======= ======:.= ======= ======= ======== ======= ======= ======= :f 2 300.00 4 600.00 b 900.00 a !2oo.oo 10 1500.00 12 1500.00 14 2100.00 i6 2400.00 18 2700.00 20 3000.00 22 3300.00 24 3600.00 26 3900.00 2a mo.oo 30 4500.00 32 4800.00 34 5100.00 36 5400.00 38 5700.00 40 6000.00 42 6300.00 44 6600.00 46 6900.00 48 ?200.01) 50 7500.00 ~000 4000 4000 40uo· 16.42 221.31 112.12 14. 9! 418.74 200.36 14.03 607.76 280.!9 13.41 791.44 354.68 400{! !2.92 971.20 425.24 4000 4{H)i) 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 4000 12.19 11.90 11.65 11.42 11.21 11.02 H! R~ .i.ii•UJ 10.69 10.54 10.40 10.26 10.14 10.02 9.91 9.81 9.70 9.61 9.52 9.43 1147.86 492.72 1321.98 557.64 1493.93 620.40 1663.99 681.25 1832.39 740.48 1999.30 798.20 2164.66 854.57 2329.19 909.70 2492.38 . 963.70 2654.52 1016.65 2815.68 1068.63 2975.93 1119.69 3135.33 1169.89 3293.91 1219.28 3451.74 1267.91 3608.83 1315.52 3765.24 1363.04 392!.00 1409.60 4076.13 1455.54 4230.66 1500.85 !COO 13.41 1000 . 1 !. 90 197.86 373.48 1000 11.02 1000 10.40 703.92 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 !000 1000 1000 9.52 10!9.\!3 9.18 !172.72 8.89 !324.37 8.63 1474.23 8.41 1622.51 5.20 1769.39 s.o1 1914.95 7.84 2059.41 7 .bS 2202.77 7.53 2345.12 7.39 248U5. i .25 2627.12 7.13 2i66.5? 7.01 2905.85 6. 90 3044.1 i 6.80 315!.68 6.69 331B.b0 6.00 3454.90 6.51 359{1. 60 6.42 3725.73 ~2 L1 LH.:rUi 155. fO 213.64 ·~!""! .. ; ~01 ai~ 363.59 408.39 45'}.54 491.51 530.60 ~~~ 'l'" .J\.iUa~'i 604.69 63f.93 674.09 707.26 739.50 170.57 801.43 831.22 860.29 888;67 916.40 943.50 970.01 995.95 250 S.S9 LJU 7.39 !75.98 66.79 1'74 ~0 !i·~, fl ,J,.;.i, .;.•i ii..:.. fl :::r< "it. l':i :"'!' 'tiC~!J ;._:i.~i 62L64 184.87 250 6.90 76L03 2~5.07 250 250 250 250 250 250 250 250 250 250 250 6.51 6.17 5.62 4.67 4.52 4.35 4.24 4.12 4.00 250 r 3.89 250 250 250 250 250 , 7Q V1iU 3.68 3.59 3.41 59? .65 242.5\1 1031 '98 267.64 !164.37 290.84 1295.:)5 312.23 1424.24 332.33 1552.08 35(! ,98 1676.71 365141 1804.22 384 I 73 1928.7(1 400.03 2052.23 414s,37 2174.88 427.83 2296.70 HIJ.4b 24:7.75 452.31 2538.06 463.43 2657.68 473.85 277b.t4 483.62 2894.97 492.77 3012.71 501.32 3129.88 509.29 3246.50 516.73 ·····, ,_,. ,_,_,_ ,. ............................ fJINNNNNNN NNN--------~ ~ ,_ "' N ~ 0 ~ m ~ ~ ~ ,_ "' N -0 ~ m ~ ~ ~ ,_ "' N _. 0 ~ m ~ ~ ~ ,_ "' N - o ~ m ~ ~ ~ " "' N - PHI 20 DEG JRC 5 BARTON T=P*T.AN(PHI+JRC*LOG(JCS/P)) 1.6 1.5 1.4 1.3 ..-. 1.2 ~ 1.1 p.., -~---1 .... 1:11 ID~ 0.9 lil ~ =II$ O.B 0; 0 0 0.7 ~~ 0.6 ~ 0 lil 0.5 t· 0.4 0.3 0.2 0.1 0 I. I r·--,-- 2 4 6 8 10 12 l4 16 18 20 22 2~ 26 26 30 32 34 36 38 40 42 ~4 46 48 50 FEET OF ROCK COVER ( GUIMA = 150 PCF) JC S = 4000 PSI + JCS = 1000 PSI. ¢ 1CS = 250 PSJ .' \ ~·/ c.. --0 ~g C):E . 0 z p 0 l:» r 0 c: ~r -~~ 0 z z p 0 z l:» r );! (J) "' 0 0 c ITI "'D l:» G) ITI \, 0 l:» r 0 c: r l:» -i 0 z 0 ITI z -i ..... 0 l:» -i 0 z z c: 3: m ITI :::u p ... g 0 ill (J) -i 0 z .--J"< ITI ~ O:E - " )>ITI . m r-(J) . ~ ·. 0 -i C:ITI r :::u· )>ITI -i :; ~ -·fJ"'! --oz I ZITI -~ ITI ...... lg (I) ::!:! :~::i (110 I'Tlo -i :g 0 :::u l:» -i 0 z .&5010 65 ............. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ·. 18 /' 19 20 : 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE PAGEJB._ BRADLEY LAKE HYOROELECT?.I C PROJECT :. ROCK SHEAR COHESION SPREADSHEET si;m.wk1 N~TES TQ USER: L PRQBLE~ !S SET UP FGR BARTONS SHEAR EGUATION 2. ?ROBLE~ IS SET UP FOR 50 rT Or ROCK CO'JE!! t/7 3 •• PIC FILES ARE STOF.ED AS BART205, ETC FOR P~I=ZO & JRC=S ~A TERIAL PROPERTY CGNST ANTS =========================== ANELE OF INTERNAL FRICTION . UNIT il£16HT OF ROCK Julf.T ROUGHNESS COEFFICE~T '.ROCK NORMAL .JOINT or~ T' ~L.It1 LOAD STRESS STRENETH P"T r. .. (FT) !PSFl !PSI1 \DEGl 50. OQ DEfREES !50.00 LS/CU FT 21!. 00 D I~ENSIUNLESS PEAK EFFEC jOINT SHEAR COHESION STREN6TE 1PSFJ !PSFJ !FSIJ DELTA o~"· I :~·H'i PHI SHEAR !DE6i !PSFl EFFEC JOINT [lELTA COHESia~ STRENGTH :l''" 'h.l iPSFl !PSIJ (DEGJ 1.0.15800.08 ~.~.CREGGER 11-Se~-86 PEAK c.rr:t.. SHEAR ::uHESION /r"'f\!""1 \!'";Ji I \PSFi ==== ====== ======== ======= ==--==== ======== ======== ======= ======= ======= ======= ======= =====:= -------- " 300.00 4000 65.67. 824.24 466.72 1000 53.62 824.24 46t.72 250 ~L58 B2t24 466:7i. 4 600.00 4000 59.65 1648.49 93J.~3 1000 47.60 1645.49 933.43 2S(l 35.56 1648.49 923.43 6 900.00 4000 56.!2 2472.73 1400. !5 1000 44.08 ...... "" ..... t.M:!L..IJ 1400.15 250 32.04 2472. 7~ 1400 ~iS a 1200.00 4000 53.62 3296.97 1866.87 1000 41.58 3296.97 . !866.57 250 29.54 329b.97 !366.87 10 1500.00 4000 51.69 4121.22 2333.59 1000 39.65 4121.22 2333.59 250 27.60 412:.22 2333.59 12 1800.00 4000 50.10 4945.46 2800.30 1000 38.06 4m.46 2800.30 25(i .-., 1\'1: '-u•Vi.. 4945.46 ~'8(10.30 14 2100.0(1 4()00 48.76 5769.70 3267.02 1000 36.72 5769.70 3267.02 25U 24.68 5769.70 3267.02 16 2400.00 4000 47.60 6593.95 3733.74 1000 35.56 6593.95 3733.74 250 23.52 6593.95 3733.74 ~ 18 2700.00 4000 46.58 7415.19 4200.45 1000 34.54 7418.19 4200.45 250 22.50 7418.19 4200.45 ' 20 3000.00 4000 45.67 8242.43 4667.17 1000 33.62 8242.43 ~667. !7 250 21.58 8242.43 4667. r; ·n 3300.00 4»00 ·44.84 906b.68 5133.89 1000 32.80 1066.65 5133.59 250 20.76 9066.68 5!33.8~ 24 3600.00 4ooo·· •44.08 989G.92 5600.61 1000 31.04 9590.92 5600.61 ')i:;i1 20.00 9890.92 5600.61 .. Jij 26 3900.00 4000 43.39 10715.16 6067.32 1000 31.35 10715.16 6067.32 250 19.30 10323.64 5675 .so 28 4200.00 4000 42.74 11539.41 6534.04 1000 30.70 11539.41 6534.04 250 18.66 10750.85 5745.~9 30 4500.00 4000 42.14 12363.65 7000.76 1000 30.10 12363.65 7000.76 250 15.06 11172.57 saoua 32 4800.00 4000 41.58 13187.89 7467.47 1000 29.54 13187.89 7467.47 250 17 .so 11588.93 5868.51 34 5100.00 4000 41.06 14012.13 7934.19 1000 29 •. 02 14012.13 7934.19 250 16.97 12000.05 5922.14 36 5400.00 4000 40.56 14836.38 8400.91 1000 28.52 !4836.35 8400.91 250 16.48 1240b.22 5970. iS 38 5700.00 . 4000 . 40.09 15660.62 8867.63 1000 28.05 15660.62 8867.63 250 r 16.0! 12807. 55 6014.56 40 6000.00 4000 39.65 16484.86 9334.34 1000 27.60 16484.86 9334.34 250 15.56 13204.27 6053.75 42 6300.b0 4000 39. 22 17309.11 9801.06 1000 27.13 !i309 .11 9801.06 250 15.14 13596.56 6085.52 44 6600.00 4000 38.82 18133.35 10267.78 .1000 26.78 18133.35 10267.78 250 14.74 13984.62 6!!9.05 46 6900.00 4000 38.43 18957.59 10734.49 1000 26.39 18957.59 :0734.49 250 14.35 !4368.62 6!45.52 46 7200.00 4000 38.06 19781.84 !1201.21 1000 26.02 19781.84 1120!.21 250 13.98 14748.73 6168.!0 50 7500.00 4000 37.71 20606.08 11667.93 1000 25.67 20606.08 11667.93 250 !3.62 15125. :o 6186.95 ... \ I / ~ ~ ~ ~ ~ ~ ~ ... ... ... ... ... ... ... ... ... IJI N N N N N N N N N N -iD i;i ;;; -0 en "' ~ ... N -0 <D CD .... en "' ~ ... N -0 <D CD .... Cll "' ~ ... N -0 <D .... en "' ~ -<D CD .... Cll Ul ~ ... N -... '" ~~I li PHI -50 DEG JRC =· 20 - BARTON T=P*TAN(PHI-t·JRC*LOG(JCS/P)) ~ 12r-n;1 11 0 < 10 -1 . __,.--I l(h~ en ~~ -1 0 g ~ 0 z ,-., l> m ~ G) r ::0 0 to 11-. 0 c 0~ EJ c ._ -o r )>Ill l> z_ -1 r~ 0 Ul -0-1 7 0 1-4~ z C m In ~ 0 r::o li:l ~ l> 0 = Ul 6 r m )>m 0 ~ 0 z --i~ c u Q r -1 E~ l> "TT oz 5 -1 0 z~ ,, 0 l> ::0 .. E-4 z -1 cn;z u li:l 4 z 0 .:::t:m ~ 0 z fTlO ~ z JTlo c 3 I 3: --i :g 0 -o ID 0 -1 m ::0 I I -;:o· l> 2-l ..,......... 0 -1 z l> 0 I I r z 1 -1 ...... -1 l> en " 0 I I I I I I I I I I I I I I I I I . I I I I I I I I u 2 4 a 8 10 ·12 14 16 18 20 22 24-26 28 30 32 34 36 38 40 4-2 « 46 48 50 FEET OF ROCK COVER ( G..UIMA = 150 PCF) JCS = 4000 PSI + JCS = 1000 PSI <> ICS = 250 PSJ I "ll l> G) m I~ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ( 21 ' 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. CALCULATION NO. OPTIONAL TASK CODE PAGE -z.D trs-eoo '17 BRADLEY ~AKE HYDROC:LECTRI C ?RGJECi J.0 .. !5B00.08 ROCK SHEAR CDHESIUN SPREADSHEET n.M.C!!E66ER sf:~a.r·.'it1 11-S.t ~·-86 NGTES TO USER: I ?ROBLE~ IS SET UP FuR 3ARTONS SHm EQUATiON .. 'A PROBLEM IS SET UP FUR 5(: FT UF ROCK OVER la J. .PIC"FILES ARE STQRED AS BAR-2;15 1 err :-;Jrt ?HI=20 .! JRC=5 l-1":-' MATERIAL ~ROPERTY CD~STANTS ======================= ANGLE OF INiERNAL "RlCTluli 5(:.ao JEGftEES UNIT ~EiaHT OF R1!CK !SO.JO LB/CU FT JOINT ROUGHNESS CUEFFI CIE~T f:"l :\:"· ~u.;_::,: Oli-1ENS!DNLESS ROCK NORMAL JOINT DELTA PEAK EFFEC JOINT DELTA ?EAK EFFEC JOINT DELTA FEAK :cccr i..!i\..'.1 LUAU STRESS STRENETH PHI SHEAR COHESION STRH:5TH r~J. SHEAR COHESION I"'"!"'!,..H!'T!' ·:Ji~Ci\'Jiri PHI SHEAR COHESION (FTJ (PSFJ \PSI1 WEal \PSf) iPSFJ tPSli ir•J:I;' 1.1~'..11 iPSF) (?SF! !PSii \DEUi i?Sfi iPSFJ ===== ======= ----------------------====== ======== ====== ====== ======== ======== -------------------- ·J 300.00 4000 7? ~~ 8"'! ·"\! 466.72 iOOv 26.81 824.24 466.72 250 20.79 . 824.24 466.7::: .. >J ... uJ ~'t:u!.'t • 600.00 4000 29.82 1648.49 933.43 !000 23.80 1648:49 933.43 250 !7. 75 1468.90 1~1 c~ 't '~.; ...... ..; 6 900.00 4000 25.06 24i2. 73 1400.15 iOOO 22.(14 2472.73 1400.15 250 1[;.02 2C23.39 950.81 s 120i),00 4000 26.81 3296.97 1866.87 1000 '}'· 1'0 LIJ1J i .. ,OL 07 J~Hh!l 1866.87 250 14.77 2546.8! :~16.7C 10 1500.00 4000 25.84 412U2 2333.59 100~ jQ g'J ~ aLiL ?081.67 ·)'jQI! ?·• --·~·-~ 250 13.80 3048.61 :26!.06 12 1500.00 4000 25.05 4945.46 2500.30 1000 19.03 4696.73 -"'':J:;,t;4 1: .. 250 ~3.01 3534.27 !1PQ '! ~..i.J! .Ji .o-W• 1 6.1. 14 2100.00 4000 24.38 5769.70 3267.02 1000 15.36 5293.58 2790.90 250 12.34 4006.05 !504.16 16 2400.00 4000 23.80 6593.95 3733.74 iOOO 17.78 5875.60 3015.39 250 '11.76 446a.b6 !608.45 15 2700.00 4000 23.29 7418.19 4200.45 100(1 17.27 6445.07 3227.34 250 11.25 4921.33 1703.59 20 3000.00 41)00 21.83 8242.43 4667.17 ~ (;f\(1 16.81 7003.71 3428.45 250 !0.79 5366.07 !790.51 llr.'V'J 22 JJOO.OO 4000 22.42 9066.65 5133.89 100(~ 16.40 7552.86 3620.07 . 250 Hl.JB ;,503.83 1.571.05 24 3600.00 4000 22.04 9890.92 5600.61 !000 16.02 8093.% 3803.25 250 10.00 6235.3B i945.07 'l' ~o 3900.00 4-~00 'II IQ .... a~ 10715.16 6067.32 1000 15.67 8626.69 3978.85 250 9.65 6661.33 2013.50 28 4200.00 4000 2!.37 11539.41 6534.04 !Q(H) 15.35 9152.96 4147.60 250 0 11 /11.nJ 7082.20 2076.84 30 4500.00 4000 21.07 12363.65 7000.76 100[! 15.05 9672.97 4310.08 250 9.03 7498.41 2135.52 32 4800.00 4000 20.79 13157.89 7467.47 1000 14.77 10187.23 4466.81 250 8.75 7910,35 2159.93 ~. J'! 5100.00 4000 20.53 14012.13 7934.19 1000 14.51 10696.18 4618.24 250 8.49 8310.31 2240.37 Jb 5400.00 . 4000 20.28 14636.38 8400.91 1000 14.26 11200.20 4764.73 250 8.24 8722.59 2287.12 35 5700.00 4000 20.05 15660.62 8867.63 !000 14.02 11699.62 4906.63 250 r 8.00 9123.42 2330.43 40 6000.00 4000 19.82 16327.49 9176.97 1000 13.80 12194. iS 50~4.22 250 7.75 9521.02 2370.50 42 6300.00 4000 19.61 16949.99 9441.94 1000 13.59 12685.83 5177.78 250 7.57 9915.59 2407.54 44 6600.00 4000 19.41 17567.19 9701.62 1000 !3.39 13173.11 5307.54 250 7.37 10307.25 2441.71 46 6900.00 4000 19.22 18179.42 9956.32 !000 13.20 13656.80 5433.70 250 7.17 10696.26 2473.!6 48 7200.00 4000 19.03 18756.92 10206.29 1000 13.01 14137.08 5556.45 250 6.99 11082.67 2502.04 50 7500.00 4000 18.85 19359.95 10451.80 1000 12.83 14614.13 5675.98 250 6.81 11466.62 2528.47 .. -:---,,., -... ,_ ,_ ,_ ,_ ,. ,. ,. 111 -111 111 Ill Ill Ill Ill Ill Ill Ill N N N N N N N N N N - - - - - - - -. Cll U1 -,. Ill N -0 Ul CD -.j Cll Ul ,. Ill N -0 Ul CD -.j C11 U1 ,. Ill N -0 Ul CD -.j C11 U1 ,. Ill N -0 U1 CD -.j C11 U1 ,_ Ill ,N -~--------------------------~--------~------------------------------------------------~---r--~-.. ~ p., -z o-~ooe ra tn"'d ~ s:l ~ = 0 ~ 0 ~~ E-4- 0 -~ t PI-II 50_ DEG --JRC 10. BARroN T=P*TAN(PHI+JRC*LOG(JCS/P)) 11 10 g a 7 a 5 4 3 2 1 o--+-r--·r-r--r 1 1 1 1 1 1 1 · 1 1 1 -1 1 -~ -1 I 2 4 a 8 1 o 12 14 1a 18 20 22 2~ 26 26 30 32 34 36 38 4-D 4-2 ~.._ ..la 48 50 FEET OF ROCK COVER (G.UU<IA = .150 PCF) JCS = 4000 PSI + JCS = 1000 PSI ¢ 1CS = 250 PSJ c.. 0 --· rJ\~ CP:e OP Oz 9 0 J> r 0 c: r J> -1 ....J-0 z z 0 0 z J> r ~ en " 0 0 0 1'11 , J> Gl 1'11 ~ !!l p Ill 0 .J> r 0 c: r J> -1 0 z 0 1'11 z -1 "1'1 0 J> -1 0 z z c: a: IJI 1'11 :::u en -1 0 z 1'11 ~ o:e )>1'11 rm 0~ c: 1'11 r :::u )>1'11 -t~ --0 z z 1'11 1'11 .· :::u en -_z :t: c;,_ 1'110 1110 -t~ 0 :::u J> -1 0 z 2 3 4 5 6 7 a 9 10 II 12 13 14 15 16 17 18 19 20 ~ .. 21 22 ·23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 &5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION e; GROUP CALCUL';J7N NO. OPTIONAL TASK CODE PAGE z.L 15900 GCt4K) I {rJTft-C_T RO(}\: cf::so 0 .Jl<C..: ) - BRADLEY LAKE HYDROELECTRIC PROJECT J .G.15800.05 ROCK SHEAR C3HESION SPREADSHEET-D.~.CRE65ER shm.\IH 11-Ee~·-Bb NOTES TO USER: 1. ?RUBLE~ IS· SET JP F'OR BARTU!;s SHEAil EQUATION ' ., PROBLEM IS SET UP ~GR % FT OF ROCK CGVER ... 3. • ?IC FILES ARE STOREO Aq BART205, ETC FOR PHI=2~ & JRC=5 ~ATERIAL PROFERTi' CONSTANTS ====================== : . ··- ANtLE UF INTERNAL FRICTION 50.00 DEiiREES UNIT WEIGHT OF RUCK 1:0.~0 LB!CU FT JOINT ROU6H~~ESB COEFFI CIE~H 5.00 DI~ENSIONLESS ROCK PlDR~AL JOINT DELTA ?EAK EFFEC JOHlT DELTA ?EAK ~J""J""r"" JOINT. DELTA PEAK EFFEC i:.iil:k UJAD STRESS STRENEiH PHI SHEAR COHESION ST!lEN6TH PHI SHEAR COHESION STREN5TH PHI SH:AR COHESION lFTi !PSFl (?SIJ mm !?SFJ \PSFJ (PCTI '.u.J !DE6J \PSFl iPSFl i;:sn {0E6i {P5Fi !PSFj ===== ======= ======= ====== ==== ======== ======== ======= ======= ======== ======== ======= ======= -------- 2 300.00 4000 16.42 687.21 329.69 1000 13.41 599.25 241.72 250 10.4i) 528.01 170.48 4 600.0!) 4000 14.9! ~JI}~1 ~? .. .~..~.~ .. -. 566.~7 !000 11.90 .1123.75 408.70 250 8.89 99~.27 279.22 6 900.00 4\.lOO 14.03 1847.80 11~ '•·1 ii.Jai.J.. iOOO 41 n·1 •laVL !625.02 552.44 250 S.Oi t•"'· :~ lf''t'V.wu 368.30 8 1200.00 4000 13.4! 2396.99 966.89 1000 !0.40 21i2.03 681.93 Z5v 7.39 ~ """!'~ 7~ .ot "'"" 445.25 10 1500.00 4000 12.92 2933.99 1146.36 1000 9.91 2558.82 80L19 250 6.90 230L09 513.46 ~~ 1800.00 4001) 12.53 3461.57 1316.41 1000 9.52 3057.68 9!2.52 25(i 6.51 2720.03 574.88 u. 14 2100.00 4000 12.19 3981.49 1478.81 1000 9.18 3520.09 1017.41 250 b.!i 3i33.44 630.76 16 2400.00 woo 11.90 4495.00 1634.79 1000 8.89 3977.07 1116.87 250 ' 5.88 3542.18 651.97 18 2700.00 4000 11.65 5002.99 1785.26 1000 8.63 4429.39 1211.66 250 5.62 3946.90 729.16 20 3000.00 4000 11.42 5506.16 1930.90 1000 8.41 48i7 .61 1302.35 250 5.40 4345.08 i72.S2 22 3300.00 4000 11.21 6005.05 2072.26 1000 8.20 5322.20 1389.41 250 5.i9 4746.12 813.34 24 3600.00 4000 11.02 6500.08 2209.77 1000 8.01 5763.51 1473.20 250 5.00 ~.f.H ""1 _,_.6J',.J,_. 85L02 26 3900.00 4000 10.85 6991.63 2343.79 '1000 7.84 620!.85 1554.01 250 -4z83 5533.97 886.13 28 4200.00 4000 10.69 7479.99 2474.62 1000 i.b8 6b37.47 1632.11 250 4.67 5924.25 Q~" :q •• O.u: JO 4500.00 4000 10.54 7965.41 2602.52 1000 7.53 7.070.60 1707.70 250 4.52 6312.37 949.48 32 4800.00 . 4000 10.40. 8448.12 2727.71 1000 7.39 7501.40 1i80.98 250 4.38 6698.47 970.05 34 5100.00 4000 10.26 8928.31 2850.36 1000 7.25 7930.04 1852.10 250 4.24 7082.69 1004.75 36 5400.00 4000 10.14 9406.13 2970.66 1000 7.13 8356.67 1921.20 250 4.12 7465.17 1029.70 38 5700.00 4000 10.02 9881.74 3088.75 1000 7.01 8781.40 1988.41 250 r 4.00 7845.99 1053.00 ·40 6000.00 4000 9. 9! 10355.27 3204.75 1000 6.90 9204.35 2053.83 250 3.59 5225.27 1074.74 42 6300.00 4-~00 9.81 10826.83 3315.79 1000 6.80 9625.62 2117.57 250 3.75 8603.07 1095.02 44 6600.00 4000 9. 70 11296.53 3430.96 .1000 6.69 10045.28 2179.71 250 3.68 5979.49 1113.91 46 6900.00 4000 9.61 11764.47 3541.37 1000 6.60 10463.43 2240.33 250 3.59 9354.58 1131.48 48 7200.00 4000 9.52 12230.71 3650.09 1000 6.51 10880.14 2299.51 250 3.49 9725.41 !147.79 50 7500.00 4000 9.43 12695.36 3757.21 1000 6.42 11295.47 2357.31 250 3.41 10101.04 1162.89 - - '·. ' :;1" ~~ t 1-{ ~ l . ~ :s\'j 1;?·h-' t:~-; ;;·1 ' l. . ,. 'STONE e. WEBSTER ENGINEERiNG CORPORATION CAL'CULATION SHEET .5010.65 ~-/ CALCULATION IDENTIFICATION NUMBER . (,....-...,, J.O. OR W.O. NO. DIVISION Ei GROUP C~LCULATION NO. OPTIONAL TASI< CODE PAGE 7..3 \ \ 00 (::,(,4{< 7 . 2 3 0 ... 4 10 g) ~ 5 CD 0 "f ~ 6 c 7 ~ II 8 -~ {ll {,) 9 """' Cl.) 10 "* II 0 -<> -ooJt 12 a:t 13 lD ·a'l 14 ~ t'J -15 II -~. fj -16 t:l1 ll.· u ~ .ro. 0 17 0 u v:J It) ~ >-a -1 18 -~ ~ 0 II ~ 19 0 ,.. ~ 20 * CD l'..l N ( Ooo4 21 ~ """' .... >-a fD ~UJ .. + 4\J ~111 22 c..1 .... g:. --+ ~~ 23 I C\1 t:J:J-L 24 ~-~ C\1 ~--o.t ~ N 25 ~ .u II .. 26 0 ~ ~ ~fl.l II Ur.J U'j E-o \ ~ co 0'"2 27 .... ~ z I -~ 28 .~ tO II ~ .... 0+ 29 ~ 30 ./ -.:f H -31 .::C ' ~ C\1 .... 32 -~ 0 33 .... 34 ' ~ ( t co 35 ·~ 36 co ~ 37 "1" 38 ·~ I i N -39 I ·I I I. \1) lr.J ... lr.J 0 0.. 40 '::!' lr.J· en lr.J N !;':! C\1 .... 0 0 0 41 0 42 ·"'l' \ ·--· 43 (spulrsnoqJ.) II (dS.I) N:OIS::ii:U:OO a:AIJ.O::ildd::il t/.1 44 u h 45 46 ---. -----·-' -.. -.. . ... ----- 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 e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE PAGE'l:1:t 47 J.O. OR W.O. NO. -, c;aoo BRADLEY LAKE HYDROELECTRIC PROJECT ROCK SHEAR COHESION SPREADSHEET sh~ar.wkt J.O,i5800.08 MATERIAL PROPERTY CONSTANTS ------------------------------------------------------ANGLE .OF INTERNAL FRICTION UNIT WEIGHT OF ROCK JOINT ROUGHNESS COEFFICIENT ROCK NOR"AL JOINT DELTA LOAD STRESS STRENGTH PHI (FTl iPSFl !PSIJ !DE6l 20.00 DEGREES ~ lnpvf =-rf 150.00 LB/CU FT ~In Dv+ ::::-(fd 5.00 DI"ENSIONLESS ~ r 11 pvt = J7< ( PEAK EFFEC JOINT DELTA PEAK EFFEC JOINT SHEAR COHESION STRENGTH PHI SHEAR COHESION STRENGTH !PSFJ (PSFl (PSI! !DEGJ -!PSFl (PSFl \PSIJ i2-Sep-86 DELTA PEA~: PHI SHEAR ((IE6) {PSF) EFFEC CDHES. \PSF) --------------------------------------------------------------------------------------------------------------------- ------------------------------- ------------------------------------------------------------ 38 5.700.00 4000 10.02 3293.91 1219.28 1000 7.01 2905.85 ~1.22 ?1\(i 4.00 2538.(!6 463.43 ...... ~-f l r l (t1kllt-1ft~+ l1_vt ~vt. 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OPTIONAL TASK CODE PAGE 2-5 FILE:SHEAR.IJKl RANGE:At •• N15<ENTIRE MODEL> CREATED: 9/12/1986 15:.02 -A--8- CELL CONTENTS REPORT -c--D-I • I -E-'I I -F-I- I -G- ----------~------------~-------~------------------------------.-------:-------·-- 1 :'BRADLEY : :LAKE HYDR: :oELECTRIC: : PROJECT : 2 :' ROCK SHE: :AR COHESI: :ON SPREAD: LSHEET I I -: I ·I --------------------------------------------------------------~-----------~-3 :'shear.wk: : 1 4 I I ' ---------------------------------------------------------~------------------5 :'MATERIAL: : PROPERTY: : CONSTANT: :s . 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A5010 65 : CALCULATION IQENTIFICATION NUMBER DIVISION Ci G~OUP CALCULATION NO. ~OPTIONAL TASK CODE ef At<) · l.f6 . · .J.O. OR W.O. NO. l S'P:QO ctS~UM-t. <T-roe.~ ~ISO pcf to b~:C tt·~~v v'\ h ~v-< L.? ~ [7,44{) p~f -c. X !S017GJ2..4 [ove.r<-. A P ( f-r~fwttt-ev-) \0' ltc:i3 '20 ll '2-~ '30 po 5 '-(0 (05(. ro {0'57 C,o {033 70 roo .9 So 9'8 S :JO 9~ { !00 . 9~1 ~oO &9~ "";D() 4 Sfc t.t_oo '2.1 j ~oo -2s . Ne.d hy~vetvl~·~ 9"ad~ frV"I-(.fOrr h;~,..,~ I 0 1 A5SUf'\.'(_ tf)6~o ~~~d-+c (aD: (CY~ "1.. As s.; f"-'--er::fk, he. o.cl +o -z.CO c~ ~3-A-ss .JMJt er..-otr;, h~C\d ~ ~cor c~uerr ~. Ac;;:,tJMJ.. 4-0% L-\4:/).tl. fe l,.Jt){)' (O'.KY S. 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET PAGE I '5 CALCULATION IDE,t:JTIFICATION NUMBER DIVISION fi G~UP · CALCULATION NO. OPTIONAL TASK CODE J.O. OR W.O. NO. 1?600. G(A·; 4-9 I~V<>. [vCLk &.v-til ,"J (o"<L h.G ;s P.,M-~"3 [!,. El ~5"0 -so . - · (1;0() t:'ee t-oF roc. k. 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""' nt·€ Fr~r des~~, . vf t' \ __ ,.,....-. '·· ( 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 A5010 65 STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION E; GR~UP CALCULATION NO. OPTIONAL TASK CODE PAGEJf£_ IS"BDO G;;(t+fc; L/9 b:v<g fua.ho'"" af Eva.t..f"uY'e Pv-~s~ure Test Besulh Fra.r.fvr~ P,t.t;~vre Te~t rec;urfs a_re sAov.Jitt ,y, f7te Tcf_h(~ b-elo-w. T-erM ino /C)j '( aV'd re (af;o&1 fr, 111-e det;'f" Froh /e,.-, ts' desc_rth-et:l C1 s h {/01AJS: , ... .. /. Sreq{cc/.ow~ Pres~ure -/Yits rs {lte prell~ur-e a..fwh,cv. .r;,-e roc,{< n'l'l~ S fr«;cfvrt~ olve f-a {11. e. { '1 f-t.Y:N~/ Jr fuel: :u.1/1 c' Eressvr-e. rncs 111.a.y 6~ dve. to k..f/!srte ~,. ul": of'h:e y-:ocfc: or-j tt-)_ t~ mcsl-ltfcefy 1 sp!il-/-r"j of atsnn; Fro..cfvYt's [~'~ {71.~ rock. mfJff. · 2. Op-eVIr~~ Pressvre-'(11rs rs TA! preS';rJYt. a:t w.hi!.t.. Tke apt.f"fvf'-t.. ~f me. ..fy-q_ (., fvye sfa.r~ fo ope VI vp p_ nd fPC( ~r /eLt.fc$ atp~r~c(l).b/y ovf {11fo Til~ -fra.cture. . 3. £Yft.vt·sro·"" press vr~ -{17r s ,s f1re pres SCIY~ r.,vh 'c."' cavses (/tr!. Fr4.ctur~ fp prro-p_a.flo..te q~t-Fro~ Tl!-e.. k~r 2-(J'I.e. op-t!'1r"-' &f 'Tit~ tirAcfrJr~ "deep-er tVIfr; Til~ roc.lc r11a-t $. 4-Ins fa-n fa.11-e6v s Snv r In ?r.e'S s c;re (I~ t ?) --rh ,~ ~~ · n< ~t~S*Sur~ o..f fJJ""-ict-.. .tne. fro..cfvre c,{"ses up a..sth~ · ,,f--ef"Na..( 'fyes~vre ts b-ernj decr-ea!.ed T-vt (tz.e_ 4.CsC£!5S (~" 6f ~C.V!. fe.-;;f2t'-VI e 1 G~(d<.r ~soc r'a_ t~s h-7~ ,k.. (he_ .P,l(t.rW fvt~ Co-t'\C(CJS ro fA. _S ~ . . . . Zone # 'Ztn'l-€1 1 b Yet:{ fcd.o (}.) 111 due t-o Fn(c (vYe -e.Y~n fj 1 o l/1. -/o a_ d-e..-ep-er sV!et:t~ -z..one· flO th. "S/-ftt sf"f-ess C~J.\ b<:._ deff'YMtlll~cl. • 2J.:!.l'l~ 2 (~a. s~-rtx..ddl~ pt:(cf:-~r t.e->fdoc.uJIII-l!vt"h~ rn~ b~hqu;o,.. (J F op-entn_, a._ pre-eYfs t/11 1 -Mra.c.tvt-l. · -"Z.CWl-e. '3 I~ (.n off-btJf'/D~ re~f(p«~~-e.r fT!r/a.f-ed fui'§Ot>s;} UJif71 SY_hd?-ed hre&(f<clowflt peq_/::. svjye-sfr~r~l -eY'f-f:nsit>·"" oF p-r~-ex,~ tr"'J .P,.~t, fvf'e~. . _ . .!!!!:ll SWIWI'f CF .ADLEY LME H'IDRCFIIACTURE IOSUREMENTS r lre1k~ Dpeni11g* Cycle lnterYil Pressure Pressure Extension Pressure* ISIP* _·Gallons Pumping NUIIber Number Tested (ftl lesfl lesil at Shut In ( esf) lesfl Pumeed Rate l9eml 1 I 424-445 46I --0--4.9 2.4 2 Lost pressure recordf ng ch1nne 1 --3.2 1.9 3 No· pressure bufldup --297 6.8 4 No significant pressure bufldup --113 11.7 (0-5 mfn) 18.1 (5-8 min) 2 1 543-553 -300 345 304 81 5.I 2 543-553 -305 348 323 77 8.0 3 543-553 -304 339 309 72 7.6 - 3 1 640-660 592 -5I8 473 9.7 2.4 2 640-660 -481 503 445 32.0 2.2 3 640-660 -429 480 432 35.3 2.3 I 44 • Pl'lssures reported Are total pressures at mf dpofnt of each test section and are equa 1 to •asured well head pressure plYs stAtic pressYre of flyld colUiiln in tubing string. 8536049/BRAOLEY LK/TAB1/986 ---· I '· :.;,_._.- 45 46 ' ( .~ \ ,· 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 2~ 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 6501065 STONE a WEBSTER ENGINEERING CORPORATION . CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION fl GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEfl i'SBDO G( A-K) L./9 FroM (h.'(.tJP"y o P hyd.v~v/r~ FrtJ.c,f-t/vr,.,1 {reF flath1«;4.1'J S·:'>IJY('~ 7) f.-f /Ill v ~ t ~4 a. s s t.JI'-1~d '{11A.t ~~ tJf {111 p_rtP! .. c. tpetl $ /(-;? ~ se s tsfo..Ya.fk( fo fA.t. bor~l,ol~. th.£5 co.l1olrho~ ts tru-e f!.~rtDuJI,. a.f IIJ ..... !Jra.d /e y ~ r 1-e beca..use {7t{?_ 11e..~ sed lrt-1@1/f ~ r~ 6 ~d s .. ~ r~ esSevt f-t'q_tfl ,tertica...f. fH-n..~ bor.lll,df~ u.Jtl{ ll pb -·~-T -t-3<1X -oy W {_ 1.t I~ kV'I tr1A.J th. o..-r f71. -e fh e ,-n ~ i+-u -s tr€ s~ b \.1 P~ -Po ;; 0'"); .:: 0 f"\ ;n And ev-l'JrJ;c/-ed (lycf r1Je.r~ ar.e no fJay/?,.tJvt~ dr·:ror.1r-117u .. -1-tf"s '"" n,, fes1 ser:..f-,o~-f_ ril-e 1/R..rf(Ca..( sfres5 clv:: f-o ·av~rbvvcl~;-· ... : -.L....!.U:..-) r.~ :i ~dl ' {)) h~'r-c.. 1-=-u·, tt ww ht (J.p. o v.e.Y! Y_rM 1 r"(/t d :;-c(l_p , . 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Tc.t.. 1<-e. o. v evrA.cr-of c yr_ f-e "1 P<;.: (~ 2...9 +-4 7 i:/7... ~ q;o. ') !' t;{ r ~ rn c.-P ~ -Po -:: l.f ;o. S-LBO.~ ::;. ~f.!-3. 3 p ~ ,' Clv :;-yt( :-~ f~D Jr-l~~+ O~o-'"2·4)~c,t;o ... '2.;?5 ::-)tfl. Sr5' <z.. (4Lf \ s (+ = 2/..f!J. !)-.:-().lf ~ r;4.1. S" LdArc(,... (; ~. Vlt~-e ;esur-1 1-o s.e~ h~r. s+r.i:"$5 r-.~f-r_; d~rr·f':i).. wt\h.cl-e~h,.,._:. ~or-h. +e~ik .. v~tt~C( A·c Stde. ('I'}V~Y" C~ff-fr!~ Is t; a.. k t;. Fr e ~-1 ' u $ -e s /-4-= C.: r ~ ! IJ rf,e '( VJ/ S<. v ~ St-f -0. "3 "3 . ······ .! ,,.,-··· / STONE 6. WEBSTER. EI\IGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE A 5010 64 fFRONTl CLIENT S. PROJECT · . · · .. AL..Ast<.A wwe-R 1\LcrHvRrrv I i3R.'A.~ ·LA~ H"'~M CALCULATION TITLE (Indicative of the Objectiv.e): TA\L.R~c.E Sb.YPtS s-·p~ -alL\ T)l AN[::) p R<r\E<.T1oN CALCULATION.IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION 6. GROUP CALC. NO. TASK CODE 151?vv I G(A) ,5::) *APPROVALS-SIGNATUR.E 6. DATE REV. NO. OR NEW PAGE.1 OF 2$ QA CATEGORY(\/). 0 I-NUCLEAR SAFETY RELATED on: om IA1 r\'I~RD OTHER OPTIONAL WORK PACKAGE NO. 2.~ B SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (y') · PREPARER(S.)/DATE(S) REVIEWER(S)/DATE (S) INDEPENDENT REV I EWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO b#. ::SIAR\(.'X . G. W''-o:..Ot--\ fJ£W X IO~ht. . \0 /SO 1-E;fo. . ------... ~9~~ . ~ ~ ~U~t'i+ 1l1~~~ & 3/ISjff;. ::/17;~-0 X ' ~q~ DISTRIBUTION* I I COPY I I COPY GR.OUP I NAME 6. LOCATION SENT GROUP I NAME 6. LOCATION I SENT I I <v> I -I h/) RECORDS MGT. .:rbk R'-i,"Z..G I o R.lC. I I. .- FILES (OR FIRE . I . I I FILE IF NONE) I -I I /· A I - fiRE f'lL~ 5Teec; <::Agu·~~ T I ~I I I Am:rlORAGl:t I ~. I I . ~---rr&6'e:l/, E::s .. E~;ee,G~~. I / I I v- I I I I I I I I I' I . l I I ('\ . " '· ... · .. ~ . ' . . . ... ~ f \ '.• ... 5010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. 15~ DIVISION & GROUP G(A) CALCULATION NO. OPTIONAL TASK CODE .5b 2 3 4 5:C 6 7 8 9 10 II J[ 12 13 14 .11:[ 15 16 17 '][ 18 19 20 y 21 22 23 24 25 26 27 TAau; 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Ci\LC.LLL'AT\~'N Sl.AMM~"RY Sl-\"E'~ oe~ -e<.."\\v~ c. A:,L.C.LA.L~iT\o 'N MET"\1o'h 1 A~s IAM.~Tlo'N.S S<M.R<:..E'S o~ 'Dirr'A/ EO.IAI'\li()NS Co NC.t..u.s 1 ON.S , S"ltE C.ClJ~ \'T'ON.S LIS! oF IABt.E".S T\il"E ?G 3 3 3 3 3 If' l5 Zl ! I 42 "--~--43 44 45 46 PAGE 2,_ I ,.. .. ( ' ..... __ . CALCULATION SUMMARY 1 .1.0./W. D./CALCULATION NO. IS'io-o. O.rg' I 50 CLII!NT /PIIO.II!CT ~~A.) 3R~~L.C\J LAKE SUIJ.II!CT I TITLE TA\L.RI\c:..E. SL.O'Pe: ~"0\l..\Ty AN~ ~R.o\EC..T)Oi'J OI.II!CTIV! Of CALCULATION .. III!VISION IP'Aiill! Q 3 Of 2.5 QA CATI!IiiOIIY I COD I! CLASS I;"'! hit() To e..AL.C:.LA.L~\E rA<:.--raRs or s~fETY 'F~ TA\U(..t\~ E)(cAv.AT)o,.; .v...tJ~c~ ALL ~ESIG"-l LRtTER.tA t-o~ b Gotv~tTio'N.! AN~ To DETe-RHiwt WHAT, If AtJY; SLopE f'R.(jf"c(..(/ON IS RE"q!AI~t~. - CALCULATIOII MI!THOD/USUIIP'TIONI Mo~lfle{:) ~\HHfP M.ETH<>~ CTF !L.I<.ES. -----··· se-~:~ ~ :r~SR..\S5 .Ll<tlut=Ac.r,oN AJVAL'ISl.r !ASIN6 Nu~orR. oF ~V.;"-'1flc.~NT c. 'lc.LES OF W11U~ING. ASSU.t-tPilO"NS : L(JJ_tT wEIGHT or fittP1l.1\-p -= /~L.f PC.F ( TOT'I\L) 1 ¢-= 3 o o \Aiv\T \.t.I~IGitT 0\-13.€bQlll.>& S~N~ -:: l'So ~C.f' ( nlf'tL) J ¢ ..: 3c o SOUIIUI Of DATA/I!QUATIOIII t..E"A sf!: ..Ir c.o-M P LLT'E'R.. P ~ Gr R 1\t--\ ScEf:lJ H. e. 1\tJt~ :tt~R.\ss 1 :::c.t-<.1 \9?2..; ''G~<Cu..tJ~ M<1T'lQrvs Arv~ SOlL L .. (~V.\rtlCT\ON \:::IIAR.IJJ& cA1lTI-{-QIA~KE'.S ~ E"fiRTJ.IQL(rH: .. 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' 33 34 35 36 37 38 39 40 41 /", ; .. _ 42 ! '. ....___.,,.;~ 43 44 45 46 65010 65 (STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER . J.O. OR W.O. NO. DIVIS~ a GROUP CALCULATION NO. OPTIONAL TASK CODE S"o PAGE ____!±_ . I . - I~ ~A) :n T~ Co~E~L~ 1 e. K 71 -~ f<M. i1 wER.:e .bRlUEb AT TH"E" TA\L~Ac.e:---SITc. oz. c::;rr.HE"lilS' 1 R..h <(?0 ~ RM 1(".1 wER.€ Lac..ATeb .fr/E'A P-Tit£" /;)((..AVjf/ TkJN ( P6 2. ) .. Fie~ b~Crr~ IN~. 1.../llJiiRATaR.Y WI R,eslAl:l.S · FoR... S"ilHfLE"..S FfUJM ~~ F()~~ eo~EHoLB AR..E IA.St~ _ 'J,M.. /111£ 51....0'P~ STAf31Lt7Y liNIH-VSCS, ALL. fou.~ 13oP.eHaw=s ·weRe ~f'lLLE"b To l3E~R<:x.\< (. i?GS £ +:-L) . ~NS.U-t~:tc:...~ PI~~·HE:TfiZ.S w.t:RE JNSTIILl.E~ t~t>LJboR:e#oa:Cf ·-R.M 7'? ;AfJI:i~ .. -.:R/-t-\;r;::;J ·· . /AI .4 · GRAI)ELcY ·· · :tS~t::t.. RSqTJ.NG,:.·:d.,V.~.· :&. c-O.!i!«l<.·, -.-··-· J3oTH ... PIE:i<Jt--1e-rt.=R.S A~~ T<..ECCiRbl~~ GRO\.\"-ibWATE'R... PR.ESSlA~€"5 tE'~U/V!lLt:A.JT 10 1\ · W't\TCR-SlAR.fA<t:: s ~ 10 FEeT A Bovl: THE TI~A'-: fL~Ts AT e~. G • 1 H1.s· A10LTE5lAlJ PRessl.\Rt: :rr Nor Ae:Acr i,JITH J . wr u.... eAu.se-~£ >tLT 1-c::;l 1' /3()Jl_ q As . !H~ . T1\1LR.A<:~ -~t.s·. eXCJ4V~TeD, se \SM.\ c.. .P~fl t...e:..r THE rO\AR.. SE/fi1JC. PROf\I...E"S..)· SP -Z.l Ttn~lA. S'f·Zij...J ;r,.; ""THE" 7/'IILR'ft<E.. :If)ENTl/=Y 14. GRA~UAL -ni/C/ZE'IJJ~G OF -rl-le 5tL-r F;e.oH .... o FeEl ALo":!.JG:.. 1 r/-1!: Roc.J< C..LLFf A13C)ve e:t. ~ /<:J GR. t:'ATcf< /rri'N :z s F6t=T AT lli~ we-.s-rct<N 1'10ST L1H rf or rHI: e:k<AVAT)oN · T\HS 'VlL..'-RE<QUH~ .. ~ SOME Rod<, €)(~AV¥f/Jaf'J OJ -rillE ""tAIL..~~~ REAc:.H -rtlt: El _, FIIJJJH G'~A~-Ir --. WIL..L A 1..:so &'POJ'£ -····AN~ hE ?Rf::.:.SS().R-l eE" //liE' G ~AvEt..EY . fJ)_e-posrr .iA.N/::JE~ 1-\R.. TESJAIJ · ~RC:S.s lftR..E'. · ' / .--_____ .,/ 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 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A5010.65 J.O. OR W.O. Nd. S8'ro STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION €i GROUP CALCULATION NO. -OPTIONAL TASK CODE G(A) · Eto PAGE£ ·. __ . -~i 2 ., ..... 3 4 5· 6 7 8 9 10 II 12 13 14 15 16 17 18 19, _.-20 ( \ .. 21 '-. 22• 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 '-_ .... 43 44 45 46 A5010.65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE£_ l~o8"' G(A~) Sh BOREHOLE NUMBER RM .79 TAIL RACE N 2,112,542 E 327,008 RM 79 1D-4-84-ELEV. 5 r=:-:~.-------=.:::..:....;._:__ 0. 0. ORGANIC MATERIAL ..... ~---------------~~---.1.5' ~ 3, 47~. 72 pcf CLAYEY SILT ~ 8, 31~. 86 pcf SANOY SILT ® 12 (t) 24~. 111 pcf SILT WITH SOME CLAY ~ 6, 24~. 109 pcf Trace Gravel 19'-25' 6.5' 10.0' ---.:~l!J1'11...,..----25. 0. __ ..... s...,EO ..... R,.OC.......c.K ____ 25 _ 5 , Piezometers Installed to 12' and 20' 5o- Sp Sh Ts ,, Sh Sh Sh -'I I BOREHOLE NUMBER RM 80 TAILRACE N 2,·112,568 E 326,800 RU 80 8--29-85 ELEV. 6 G) 38% 0.0' Trace Organics 0'-5' CLAYEY SILT 3, 32%, 88.3 pcf Pocket Pen. -2.5 taf Torvane -0.62 tsf -~ 3~. 98.0 pcf G).8. Pocket Pen. -2.5 t3f Torvane-0.72 tsf ~ 6, 23%, 104-.6 pcf Pocket Pen. -2.0 tsf Torvan~-0.70 tsf Trace Sand 15.5'..;.20' ~ 2, 26~. 96.4 pcf ....... ___._........._ Pocket Pen. -2.0 tsf - Torvane -0.63 :tsf 2o.o·· No Groundwater Observed ·' . ! . ; .. : j .; ----........... --.---·~-------·-----·-· -----------.---·--"-~---·----· ---~---'" _________ .__._ ______ :_ _ ___,_"'--________ -----~---'-------·--·---·----. ----·-------· .... ___ ··-------..:...~-----:---~----- ",......"' I \ '- 2' ·3 4 5 6· 7 8 9 10 II 12 13 14 15' 16 17 '18 19 c-·. 20 \ 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 ,1----·-,, 42 ' -~ 43 44 45 4Ei 45010o65 S'rONE e. WEBSTER ENGINEERI.NG CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER .loOo OR W.O. NO~ DIVISION 5 GROUP' CALCULATION NO'; OPTIONAL TASK CODE 5o PAGE..7_ '15~~~~ G(1\K) Sp Sh Sh BOREHOLE NUMBER RM 81 TAILRACE ·t.~ 2 •. 112,428 E 327,014 RM 81 .· B-29-85 ELEV. 6 o.o· CD INTERLAYERED ORGANIC. ~ MATERIAL AND CLAYEY 0 "'-SILT 1.5 ' CLAYEY SILT 6, 34~. ML Serna Organics 1.5'-7.5' Scme Gravel 7.5'-8' 8, 26~. 96.7 pcf Trace Gravel 11'-14.5' ® 6, 21~ GRAVEL WITH .14.s· ·r 16.5' 17.0' ! . I. Sp Sh Ss Sh . BOREHOLE NUMBER RM 83 SUBSTATION N 2,112,668 E J26,917 RM SJ 8-26-85 ELEV. 6 r.rTTT/-r~--~----~~~ Q,Q' 457. Sl LT WITH TRACE .ORGAN I CS AND CLAY SILTY CLAY WITH TRACE ORGANICS 2.0' ®a. 2~. 8804 pcf 0 Pocket Pen. -2.6 tsf Torvane -0.79 tsf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8. 5. 21% CLAYEY SILT Pen • • 4 • 0 TSF . rorygoe -0,97 tsf 15.5' GRAVEL WITH SOME SAND AND TRACE SILT· WEATHERtD BEDROCK (Greywacke ?) Piezometer Installed to 19.6' Observation Wei I Installed 19.5' 24.0' ': 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 .. .----· .. \ j 42 '-..__./ 43 44 45 46 45010 65 J.O. OR W.O. NO. 15~000~ RM <13 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER' DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ G(Ak) So F IC::L.A -r'EsT KE.StAC\...S ~t\.. ~~l,.,."f PP('T.Sf) \OYv"~crsrl bescr;r:fvmr~ 1.5" -'t s-c..s IU-11,5 . 1~-15 l,.s-u ·o-1,s 3-S-S' 5-7 <:],5-10 13.5-15 \?.5-'Zo I 2.. 3 't 5 0-1.5 l "3.5-S' 2. -?.5 -lo 3 {3.5 -I L.f.5 tt l!f.S·-15 5 0' l.5 ~.5'5' ~,S-10 ll.S-\5 l<l.5'-\~: '"2.. s z.G. 0.~7 r j I -~' ( ' 2 3 4 5 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 36 37 38 39 40 41 c·· 42 j ..__., 43 44 45 46 .6.5010 65 STONE 8. 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NORHAL STRESS !KSFl= !SUBMERGED UNIT WEIGHT,LBS/CFl!OEPTH OF SOIL.FTl/!IOOO.LBS/KIPl AVE SHEAR STRESS (KSFl = !NORHAL STRESS.KSFl!0.65l!EARTHOUAKE FACT0Rl!0-98l ... N ... "' ~ c._ 0 0> ~~ "' !=> z !=> 0 < (i')~ CJ) ~-~ -i 0 '-'~ 0 z )> 111 G) r :;u 0 r;o 0 c c 0 ::E -o r )> 111 )> Ill -i r CJ) - 0 0 -i 0 z c 111 )> -r :;u r 0 )> 111 0 111 z l!JF z -i G) -i -0 z Ql> 'TI -i -z 111 -0 111 0 •)> :;u z -i en z z 0 :J: G) !=> z fTI z 0 fTI 0 c :;u 0 s:: -i -o -o Ill 0 -i 111 :;u -:;u l> 0 z -i l> 0 r z -t )> CJ) "' 0 0 0 111 -o l> G) 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 45010.65 J.O. OR W.O~ NO. 15~<70 STONE B. 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"> "2.. x t01oo<:l \Ls J HA.'K Li)'A!> IZE"riiA<..e' S\..lGGG"Si'5~ B<)t..T LENC7rl+, p:'f:.JM IS' I /a /O I (cCu.Lo ~€ s l'fo~"TE'R 1 ISV..i {...JILL UJ E: 5-F'u<JT JAJC'f!.~e'Nf .J 'Fofl... 130LT LE~6T\-$ r PAGE~ \, 2 3 4 5 6 7 8 9 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 45010.65 J.O. OR W.O. NO. 15"~· STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION & GROUP G(A) CALCULATION NO. OPTIONAL TASK CODE S"~ / -JJ," ·BON~-1-.E~Gil-\ ~ -=-l'io,or:ro .I (i(,g)1r(~~"Z.) PAGE _f._ 13' . '1D' t-Jj 1' L.. = ·( /4-IJ,oco -~ Y3 __ /So h-n "TA~ "~-JO 7 13,9 FT / :: l3~ ~ 1 : t.lN6bN~~ Li:AJ6"f/l-f t ~iJ;.;OC~ .t._t:~(,-1'H 13 · ,_, ·: X . t f. ( II• G/.) X ':" ~.I I . --LL,6J s"\\C.K l..lP T 70i)4L L~IJG(J./ "C' -= '2 3.7 I (St~c:.c...; ~o\..v f(~(~ VOLV.M.E" f"o~ 'l. SoL\.S. Z()1 LOiJ(;, Wj 11," '/z. 13otJ~ _.LENGTH 1 ekl-f "Q()t.:r .cARRt~"' . -80NI::. 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NO. \5~ -:sr 5AH£ " ' , STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION E; GROUP G (A) CALCULATION NO. OPTIONAL TASK CODE ~g" PAGEl As bESI G tJ C..P,SE'.S 1/ z_ * 3 -A1flkHf·U:~,VT A) p c;. A-) 5 FT L£NGTH 0~. r \., . 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 ,. 20 ' I 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 65010 65 J.O. OR W.O. NO. l S'io::::J AReA. .D.\\J£6~'tJ 1'\ANNEL. Rllve~ iUNI\I~l.. ·STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER I DIVISION Ei GROUP G(A) CALCULATION NO. !OPTIONAL TASK CODE '5'lr PAGEL .5\.AMMA R'f OF GoL-\S RE"~1 D -· ~€5 lG N t!."f\ ~ E &;lLT l'l?E l..OA~tlLs) R..€~·~ l.ENGn\ ( FTl \ (\3 ~000 :s ~ 'Z.. AJ. 1500 5 I J. A:J '3, \00 .5 --. -.. - '"+ Afo '3~001;:) \5 5 p.:s (o 10CQ 2.C ' ~{, lOlOOO 10 7 AS 3 b) OCf:J Zo \ A3 ~Pei::J 5 "L ~J '3 J 100 5 3 A3 7)700 5 y ~5 1 C.100Q 2.0 r - f ~- . . . 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(..f)/11 t:. . o---~ Elf\~ -~ g t -0 \ 1 r., t,(r J D~ t; =-&-A\ E H 0 \J S E CD L 0 N\ t.J ~ \J ~ ~ D ~, \ 1 •( '<:. CALCULATION SHEET STONE & WEBSTER ENGINEERING CORPORATION J.O./W.O./CA ]5'~-G(AJ-5?) ... 5010.61 "1.) T'?~E A 3 -1. 'I f% A· NC.. \-tOR X LOPrD/A-~C..t\-0·\-<. -= ~000\b~ s~ F\ c..::r }0 G--=-\ t...t .. · · EN!~ . -=-3 t __ q (I \) S t .::: ~'-AT ffi R '\'f\ ~ '€ ~-'{'('l ~A-TE s rrA-FT. l I I 5-0 v ~) T"?~t:: r:t~ -1 1 ' C1 AtvCt-\OR. X 5 1-0 11 LG- LO~D I A-~C.tiOR = 3 j_OQ . \~-s S t> ACT t--J & -=-1~ '' -· ~f'(\ \). = · '3 \ _ q 1 r ll· PG A--z_ Efl.e IJS'C = T\)))~-JEL VE~T-'G-\.)J::·'tYt S\)f=>?O~T c0w·~~CTIOtJ TO \..J.-\0I t\:><; 1:. ~ &PrTE: S tt FrFT ·' 3) T\f~e ~ s -1-\\. 0 A;-\0C.'tt()R X S 1 -D '' L& G '('v~. G· \_())\-\:)I A-~CHO?-. -= 1700 _\'os str.'-'~ S ~ Pr C I. ~S&-= t~' ~_ ~ :. c , ... E"'N\~ • ":= "3 1_ q II 0..S ~ :: T.S) \\J N sL. V t}-J T -FT~C 't\-0 R S\.t? ?OR.'T co~~ ~c. T _r~ tJ . TO ~LI-NT~ & I.~ G-PrTE S l+A-F-T. / lf) \'-{\)·~ A 5' -1 ~·~~ AWcHDR. ·x $0\-0 u LC,. LD¥\-D /Pr~\t-OR =-'5_~,CCD \bs f SP 1\C:r: t0& = e \' . E"'f'l\ '6 .::: -z. ~f-D \ I \)~ c -G-FTTE 't-tODS t · COLl)VV\tJ S \J PPO ~Z-T weJ=6'\tl (}'P (l.OC k COAJe )A:f<AG ~t;-5 7 r (\ . . ' ........ / ... ·· .. ( ....... _..... ... , ... 501 IFRONn 0.64 CLIENT S. PROJECT STONE E. WEBSTER ENGINEERING CORPORATION CALCULATION TITLE P.AGE *SEE INSTRUCTIONS ON REVERSE SIDE . .,5' /f' /9"27 ~$ '1' l..?'f'A-~ ft o/ P~t.?&" ~ e <C-T;;F /C /JL/1::),1-~ p tJ .IV &-;;?r" A-7/~//7" CALCULATION TITLE (Indicative of the Objective): D./9~ 77/E ? L /A/T"";¥ L ~ ff ..t?..r -·· 'CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. ~0. DIVISION S. GROUP CALC. NO. TASK CODE 14'6o ~ C/ltf-) t:Jbt) 08 * APPROVALS-SIGNATURES. DATE. ·REV. NO .. REVIEWER(S)/DATE (S) INDEPENDENT OR NEW PREPARER (S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. L, OV.tiVCA7Z/· b . .,._)\.\~U\ ;VI/I . Mew )/;,,fgc. -o· --~-tr-t7 . ,, lZ'o ~-'1~ ~ ~ ..... .. "»1.~~ . :::.jlc.{t2 &<j~ '31' Ia frc-~ N/A i •. ' ' DISTRIBUTION* I T COPY I PAGE I OF "i ~ +-l/ A-ff QA CATEGORY ('II) .' .0 I -NUCLEAR. SAF:ETY RELATED OII om !Sf /1'r ~/(D OTHER OPTIONAL WORK PACKAGE NO. c....s-8 SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (V) OR REV. NO. YES NO / ~ .. - 0 I r . I COPY GROUP I NAME C.. LOCATION I SENT GROUP I NAME S. L.OCATION I SENT I hi> I . I (V) .I 1-~R.\G I - RECORDS MGT. R '(, z.? FILES(OR FIRE : F~ Ft Le.. C'IIK-) I / I FILE IF NONE) I v I .. ~V?IZI'X' ffZ_ I jV , f 17 t!hf ,t4? /'9 A/ I /_ I I 1 "' I ~v>'t::'-' I ...... ~ I I I I I I I I I I I I. I ! ' ! I I ( .. --.... '· CALCULATION SUMMARY loi.O./W. 0./CALCULATION NO. /.s;! tJ tJ 0::. c /I k J -d b 6 •5010.62 CLII!NT /PitOoii!CT /1//9-0~/9-~L-..£'7" L/f/rL .lnO/f'3~L-£t:."77f'/ c::::... IUioii!CT /TITLE .D ,"'9 .,.n-? 77:7 ~ lti!VISION 0 QA .~ATI!801tY /CODE CLASS IV;IJ J7'10~t. CALCULATION MITHOD/AIIUMI}TIOJII 1 ,..L ....... 7 . • . .. _ .s-~U ..rr/-iJA"?~ e _..P,.,~, t::4, ----··- . CtM~ ~'r-r ~ C/1k) -d/3 { G-ul:ec.h Ca..ft::vf"" b-;~ IJ..r.r~ ~ 11 o~L.~/ r ~ n,~' /'?~/PIVJ?, .s-..e. c-hA-t 1 ~~- IJtJ,t ""/.-h~/2-U',/ ~.r<,r~ ~ .#~~ ot/N!-? .j~.J" ..;..-.,_ ~ """ i 1 3 CONCLUIIONI F ~ PH p 7,., d. -~7 -~ • I ~·J_ p;.cc.-/ Ax,~! ~ .s.f~b :5k-v " .. ~o, I Frn..e""' ~J,,i:h. Wv~ [IJ}.s)'/{0 /s-) L~~~~-i '~ ~d !.M,L}b~ lti!VII!WI!It (I) COM Ml! NTI /1/ trX> JI"Z-7 rn-- t:J T-/. 0 k/LF -0 K/lF ~ j,S~/LF -t-J:J', ..s-1=-/ LF El. I 11~' (, I IEL JIJ-S'ZJ ::! '! 0 "s--fl I P_!tl!~ /r ) DATI! I j / ~ ~~-z:...e' ~A-~ '/II /&b ltiVII!WI!It /CHI!CICI!It DATI! INDI!PI!NDI!NT lti!VII!WI!It DATI! ,.---··-""' i \ 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 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO; /~0-!J DIVISION 6-GROUP CALCULATION NO. OPTIONAL TASK CODE P~GE 3)~~ ~C.-?k). c6o ~& u T77'Z..E /' /h!f-~ -$~ R?f' '1 -·-.J;" ~.,; ,f" 6-£.~&-r;;e ~ ~ .0/_,~~~ .5"tJIL .... ... · f'OI55d'V.f EP,C£ c../....:.1/'f~IC.. M I .$' c. L-F/9;;0 .s-! S"l.h'l? #1 .19-/f'f SI\&TZIJ /f ~#/fl?~: /.s;9oo -Go-'3'--?-/ ~'-t;:.L)-lf'l-; 1 f; --- II /Z /3 -1'1 "/11 /d, NoTE: S77f'I)C'Tl/1(/IL Wt7"'7f>k' /1:s'S/~~ &'~~ ~ 7717~ ~c.. (3 S'~) ''/IJ /~0 Ra.\) y1 'by M.&. Yow, ci\~e.cl by 1)}-\.Jv.r\~. -/1~ke',s ~rol\.t pr-~1.\re. rea.\\stic.. r //-1/-.2... (_ 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 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .6.5010.65 J.O. OR W.O. NO. (){) ..J w STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE ~{/Itt-') ~ 6o ot3 0 ~ ,F~ / 77r /"L/~7"77 t7 ~rr.:r r ,:/ s L,~ co < ..J Ill w ~ ..... ~. co ...,.wiD I ..J' _<co "u-111 r PAGE ..!i...z( _ '. ,..-··. 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 Ei GROUP CALCULATION OPTIONAL!ASK CODE o8 J.s?~o ?C/lk #8 BARS GROUT INTol-----:1------1 DRILLED HOLE EL VARIES-=, L, •a ~K-~~~~~~v BOLTS [ 4'-o• oc "0 II. ;~. HORIZ -C:, ~ --t..~ ..... ··-.. 0 ~ROCK FILL~ 2-2 SECTION PERPENDICULAR TO .PLANE OF FACE-NOT VERTICAL RT ABUTMENT PLINTH· & T<?E. ~AB ~r. IJiv~'~ C 1 # F I i/V;f;"l 7?tnV .. /-·' 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 45010.65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO . /~t'Jo DIVISION E; GROUP fCC/lK j CALCULATION NO. 'OPTIONAL TASK CODE 06o 8 - L.~ C::.~.£.5 { F~~c~ C./ILL:VL-,477tne/ 'I ....1 L tJ /90 C/9..s'E'.S 7ZJ C t:J;e/~t~OEA" .' -5'7?9'77C ..s-L-/f"# /_F/~L ~C~...5' -£~ rhlf' ~~ /7nf' C&..f -,!==!-~~ .r~;?-;/5 -.He~ r/LL ~e.Je?PVP7~ U/~ L~;a :::c C-§ LP7JZ].s-'f' OdO .. /l..r ~ c;-;~ c;:..;f'~ LJ7'1;0S C /l L c; VZ.../9--77 crYt/ 8' /f-...s" / ..r .' OEs-/t?n/ fi""$r~~-~f ..0&--~ r ~&"7Z 4:s"->~.t:.e:J ~~ ~" 7?Y 8~A?.:?t:::A-...) ~ /A/~~e'~~ ~?~. .t?As-.c ~/.?/ftt' /J,f/)1'/Z'I.f'&.t" o# /t/£tf7 ~/4/e .c.-r-~~ (tv'm 8 '&,JJx 8/1-$'£ Flt-L) ~t:Jc;:..F P/.r .P~.r~ F/~L_J -/1/etH..-~ ~~,e.,p~,f or-. /L.-/..4-';?/-0~ ./2/1!!7~ v.s-c rl~ /Pe~/~ ?~.::::r_ c:-7'7?~-7 ~ -/l/ e~£.:::--:r-~ 77~ (/J&.;';r"e ( ,Pf....1~ ;,z,~~ "-'/£'o&:.-~).) ~ /17'/Llf tf~ _.L... 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OF ASSIGNMENT __ ;~--~~f.i. ___ t:!'d:!:z_~~~-~£.1o/------- -~)-~;---7~-~----~~~-----_. -------------------~-------------~~~~----~--~--~--~~---~~----~~----------t~---<~~ ----"7-. _ _a..;. -~---.,:;::;.;.~----_._ ______ _ -21"~~--~i"e-r.:::-::-~---n - - 7 -----.:;-.--~r------J~~----~-------~-----~-~-~~~ .. -. --~~-------~-~-~ PRODUCT REQUIRED .DRAFT PINAL SKETCH --~~--~J _____ _... -~-------- DRARINGCSl _____ _ ____ -~------ DESIGN TRANSMITTAL -~ ·---------------- MEMORANDUM ---~~--------~----~---· -:--...... ; ·-~ SPECIFICATION ~~~~ -~ ------- OTHER __£J~----~ ---_,k__ REFERENCE MATERIAL ATTACHED ~b:.id:.€£:~1:.L_&.P.J.!/;;L~'cb_J. _fS":.~----~e:d~~~g, -----------------------------,..,...,.._ . ;-:.~MAN HOURS -:. ENGINEERING DRAFTING R/CHECK ALLOCATED ~D ___ L __ __ ENGINEERING BACKCHECK -~~---- TOTAL ~~------ ASSIGNMENT COMPLETE . ACTUAL REMARKS _______________ _ ----~------- ___ _.... _________ _ -------~------------- -REVIEWED BY ________________________________________________ DATE--.--------------~ DESIGN ENGINEER OR TASK LEADER -·~- r \_ STONE & WEBSTER ENG~NEERING CORPORATION WORK ASSIGNMENT UC DRAFT PINAL KETCH -~--~-~-~~~--------~------ RAHING<S> ____ . ---------------~------- ESIGN TRANSMITTAL -------------. ----- EMORANDUM -~--------~--------------- . CIFICATION -~~~Jf _____ --~----~~ THER ----~~~------------------~-' 15800 ·--H~ ... 1--- . 15800 • --~.J ____ . --~-- PROJ TASK WK PKG DATE: '.!JJ.J~-DIVISION: --~0.- REFERENCE MATERIAL ATTACHED /.s"'doo-GtJ-~'l-1 -28-1 ----------------~---------f.t;:)JL_/!1~~~-~E;, . --------------------------- ALLOCATED 20 ACTUAL REMARKS ___________ _ --------·------------ BACKCHECK ____ i _____ _ ---~1-------------J------------- -REVIEWED B·Y---------------DATE ___________ _ DESIGN ENGINEER OR TASK LEADER -ACCEPTED BY . DATE __ _.... __ ~- LEAD ENGINEER ------------------------------------------------------------------- ----------------------------------------------------------------- Jt. 5010.64 !FR ONTl ' CLIENT S. PROJECT APA , B,h." .Q.O ft ·STONE & WEBSTER ENGINEERING CORPORATION . CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE ~~~ CALCULATION TITLe.<J(Indicative ofttf&Objective): Power IWllnJ ~to.~~ ~l<co..vo..fioV\ Des~V\. - ---. CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O.· NO. DIVISION S. GROUP CALC. NO. TASK CODE /S?Oo G 70 *APPROVALS-SIGNATURES. DATE REV. NO. REVIEWER(S)/DATE (S) INDEPENDENT OR NEW PREPARER {S)/DATE (S) REV I EWER(S)/DATE(S) CALC NO. -m.~~-~ ~ \A,R.\<.\-\: --. --0-- \/rs{<tcg · · '3{ 1&/ i-g- ~.9'~ ' DISTRIBUTION* I I COPY I ·GROUP I NAME & LOCATION I SENT GROUP .I I (v') I RECORDS MGT. 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NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE_!±_ 15 '6'00 G- G-eolo~ic-Da.to.. ~~weLqtr /50 pcf JT . .ftic:hoY\ ~Y\~e. ( , 50° 7() ·Joint sefs , .Prom beSt fo le.o.st ~welereJ. ~ !'. "\ 1 N&)-l/8°£' re,oos~~'lso/Jw /%~ \5oof"t/ 2 fJ75'-~5°LJ bQ~LJ~g5otJ(: Jfo~ II 3 N lf0-55° w fo5~£ 775°N£' I~~ 11 f tJ+too 55o-1Jso W . ~%~ (30 ksf) No{e: besrite. ~?o i.,_toJ~ SWAR:$ ekes~~-~lou.\ te.ns\1~ s!~~-fu "-o~y_ ~heA..\ sfe¥~.~ih. ._ Se-isMiC. Lpu.t DBE" o<fl === .35 MC£' O(H=-75 O(y :::::.0 r 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 STONE e. WEBSTER ENGIN.EERING CORPORATION CALCULATION SHEET 45010.65 CALCULATION IDENTIFICATIO'N NUMBER J.O. OR W.o:NO. . DIVISION €; GROUP CALCULATION. NO: OPTIONAL .TASK CODE PAGE_§_. 151?00 ' ' G-76 . f 42 . 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WEBST·ER ENGINEERING CORPORATION -LA _________ _;&:;.1-,;;....;J.;..o____ fS'iaa-G .. CA.k ~ P~ 24 l::.a..., ~ J· !« w' _~I se.c.. \'"'' b~V Gtr.Ql4~ ~TE'R. L SUAFJ'.£.S _,. ·e~-,'--,_ • ._ . ·~ ·~--- I ! l l I I -·IU. s "ZO S'-AL.£ 1-z../Jb{n lGJl7/'(7 TITLE: DKJ l)fU PEJJSTOc.l(. * I 4 3 2 THR\.lST 8LO c.~ El.. Y,<:a ._ .. r - ~EF: Br.At\L.E)' f..A ~ HV~~W eL6::Titl(. PR-o .leer SKiiTQH Ftj14t -e. · 7 I I I I I I i I l I I I I I· I ! OATE PREP. ' '--. _. CHECK !5 APPR. A 5215.9 STONE & WEBSTER ENGINEERING CORPORATION ~ .~ FA\Wl;E ~ S\.tR.f~ I hP..'f ----1 'Q ?... S, '-' ~O.Lf. J St.c.. :1•3 ! •o u/rt TITLE: ~Kl ~ E~TOL.Ic.. 1t I Tk fAAS'T &U.O 'l<. 4 3 2 I sec. 7-.:1 ISS<Jo ... 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OPTIONAL TASK CODE G ~ (Sec.. ~-s) i [1r'i'J --n~ x 1 ':' . ~ $";:'" . . . . .··. . (53"")( lf..S') -U·~~ + 1T ~~Lt./] ==-'Z. \ l 'Z... SF "Z..\i'-~V£ -('3'o _J:tP0(looo lbsjK,Pj j(}(t sr:)(i'l'f Sy's F). Z.,,9 _(~ Pf1)( 'fo Fi){rz· uvjFT) s-001 ~ P$1 PAGE 2~. <<-o . so lfiJ'-H '-' M rr . ·. o k r . ....--~-. ' .. 2 '· .. . · ·-3 .. 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 / 20 i 21 \ 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 .,,--· -.. , I 42 \.__./ 43 44 45 46 -. ·~ ~ . . 45010 65 J.O. OR W.O. NO. !Si"oo,,g STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER I DIVISION f) GROUP CALCULATION NO. ~OPTIONAL TASK CODE G ~" -- -- (sz. PSl J( ""Z..7 l='T )(. l~ lN/Fi) sooJ ooc Ps 1 0 . 02. ll'l .... 0)::... r PAGE 1.9 2 .,. : 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 \ 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 .. 41 \ 42 ----43 44 45 46 A5010 65 J.O. OR W.O. NO. /5?00 - STONES. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET Ah£~~~\ CALCULATION IDENTIFICATION NUMBER DIVISION u GROUP CALCULATION NO. OPTIONAL TASK CODE <?"(:, SIAPPl...E Mct-JIY\ L Tl·H~.UST'r1Lo(t._ SIA81LllY A'NA L'l stS. La~~ e.oN~ me').) ~oR..HAL ~H€~~N'-'j &-xc E'P1' }u'N.AL Y\ IN)M.IA ~ r. .r / .. S /1 t.r /~OS' PAGE 30 ~ cHu,Le.. of #Ylf!rtv,.,_£1· .-fr,'ctl,ent;\ j-s/oLt$~l~t h_e_ 1 fp..~ ~v~ J S<JQ -fay_: -t~ ~ · nr (:7t..<7':v:.>)ec: l.;7 +1"-Ft!<C. 8oMd. <l.f Cc..,sv.lt ""'-t.r / ,·/ \k f"A.d<j .... ~ · S.:t..fQ..+y l..S f~ c ~l c~.-~..("-'-t..v( A.~ ~~ \Lvv\ : r, ~, :: ( Wt, o\ OU<.~\y1iv,;t Ri)c.k. Hllss) t~ 56;, t:.,OP.,{).. CX)iJ~ ITloN I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 --. 20 ,r' ". ; 2 I ·, 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ,42 43 44 45 46 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .... 5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE IS~tXJ G 'FR.t:ll-\ t }GU'I't'E5 I 11-1 R.IA.. 5 :Se-c z~z.. t::L. /f, 0 l\C)O Sfv ~ -::: -i:(2tt)(<..o·l7.~ t (_\;.~-15.o_]._(.,f) ~ 6~0 SF v r PAGE~ '·: ! ., .. ·' .. ; .• • • .j- ..... ~~-.... ' I ~- .. \.:- ("- \._. / I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22- 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 i42 43 44 45 46 .• .. J_. ~--~: ..... STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .6.5010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. .t58oo · DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE G A~eA ~~" -= t(~.Yhh-/7.S)+ (6~J..q()x 11!::} + f(Z'll)t'f-0-17.~ I(Lf-o-1;,!) = '3-z. 5F A'Rf2A 8\.Ul'IA~\ -{': ('to-f:."DliJ ;-X(z.st-,j6o ·17.-9 · + (t7.S" .. lS)21t!Z.St?) --[:IQ~ SF-· ~'- AREA ~R)" = ((.(j-zto)(v.;::}+(tto-l7J5X3s~~ -~(1'-)+ t1f ~J -- = '2.0 3 Sf'" -~~--z s '-~>!<~'.?~'~~ E.L be:.~ li.L ts. o 3/0? I· PAGE 3 -z._ STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010.65 \ CALCULATION IDENTIFICATION NUMBER ls~o~:;·o. No. 1 DlvlsloG;& GROUP I cAL?'tTioN No. I oPTIONAL TASK coDE PAGE 53 2 3 !iH. f.. tJ -4 5 zo( !i".i_r:) 6 7 8 9 10 II 12 13 A~A 10 I -. - t6' -:= '"3 23 SF" 14 15 'V ~L /5.6 16 17 ¥--zo'~ 18 19 / --·-. 20 I \ 21 '. ·-- 22 23 24 25 26 27 28 29 30 31 32 33 ( 34 35 36 37 38 39 40 41 ' I 42 --'-----"' 43 44 45 46 /---'\ -2 --. ~ 3 4 5 . '. 6 7 8 9 10 II 12 13 14 15 16 17 IS 19 / 20 r \ \. '21 ~-- 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 142 I '-~- 43 44 45 46 .6.5010 65 STONE a. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A 1\d,~t CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION €i GROI.JP CALCULATION NO: OPTIONALTASK CODE !5~oo G ~ fvll\ 10 l f"OL. ~ j').\·R_ \.U 'tiS L 1:1 C, \<... APP~1NATE"" (JoLU.MIE or=-D~~ f. -( A\JtfZJ\Gt ~ND ARf3A) -- VOL -BlAQ\f A~-r z--z.t s-s (zo) t s-5 t b--' (b'' L z;_ . z.. '../ [" .lib.~;_ 2.0'3 (b) + -'25 5og G~ I r . -- - V tJL h .. 'f (.\So keF) t Vo \ 8U<l'f (,IS" ... ..06z · ~c& -']e:, 23 ~ (. IS') + zs sog (, 15'-~ ot,-0 I PAGE ~ Lf .. : . · .. '', --•• ----·-·--~ •••••·-•-r-'-•-·-----'~-·-·--•-·•-•••---'-"••••••• •••-••..4·-· ••'-• -•-••• • •" 0 •--••·------•-•••.-..••-··-••----•• •-• ·•-••-•• •-• ••-•• •" •-··-•·•-··-•·----·••·•- _..,----.... ... i \. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 (' 20 ( 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 ' i 42 \._ ____ . 43 44 45 46 45010 65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET AlL 1 . ft\~\~hX CALCULATION IDENTIFICATION NUMBER \ J.~;~~-NO. I DIVISI~ ti GROUP I CALC~~TION NO •. I OPTIONAL TASK CODE 35 PAGE_ HA. tJI FOLD. TH~IAS 113 L~'-K Fa._(.;fo-r ~f S'~f'et7 cc.y~+ . s L'c-L.:., tn'c.b:~ Q 7b"?'O +~.§..0 _ t fJI\i~ ~ -- . LoA~ eoN tn 110N K\?S R6QD f~S. CALc ~~ /JOI<.MAL ~35 " /. 5 €.Ht!if(.GE'Ncy 7'7/.k). . .. -1.'2..5 --- e')(Ct:f'i')iJNif L 9'3~a _I. OS rAere.f~ an c. t~,o .,..-le:J<J Y....) re 1"1'-.ft-~ .. -rk.-H~{;W ~~-~- ...fz; 1 ivc...r-e~s<.. i-k. F. S, ~ { C.vl-. ~cJ ,l_ i/JeJ1'-f 13ol.;s) fC/NI. So~ LOA!l NO'A.MAL 6M~G£1J<'I EXC€P'i"\DNAL LoAb I g~q> D BoLT FORce 0 .1f3~-/<.IPS 51;7 K\f'.S c!fiM~-- r us~ \'{ PE A4-A \VC.l-t~ · U.cr CJlPI\'"tl'f :: Z 37 k \ F S ~0/a U:CT -=-Mll\l Yl~U~ -::. l~9,(. /<.l(;:)J /.S7 -;: 18' o. '~ Y\·~3E DESIGJJ ~~G/<tJP'P-· LLJI{(;) ~ CJ.~o {-z.37 l<-1PV = /4'2..'- . ~. NeED SG7 jt'+1-~ -·'f /4Nt:HrFt<.s .J -- - ---~ . ---.. -------·----· ~--~-·---~----·------·------· --------··-· ---....---. ..... ---------..--·-·-·~--··----------~------------------------------ -:..· 2 3 4 5 6 7 8 9 -> 10 II 12 -. 13 14 15 16 17 18 19 20 ( I 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 65010 65 J.O. OR W:O. NO. \~o-o STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE G ~~ i, . -. --• } ~ "'t'l ft: f\'+ AN~U l • • • " r::." ; ~ I ~ . .. - ~\.:A-N -------~l'l: ~ ..... ------------~---; I ~ S\€'E=L LINeR. ---..-----4i::- (5L 11.5 \ ' ---I \ ) \ I y I r ~0'--\"-c:,t1L\l'L~ -\ J~~ I (...lEDGe;' \ I r I' I I \ \-._ ____ , I I STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET 45010 65 CALCULATION IDENTIFICATION NUMBER .. ~-'· \- PAGE '"3 7 J.O. OR W.O. NO. I DIVISION & GROUP I CALCULATION NO. 'OPTIONAL TASK CODE \5~ G ~ · 2 M AI'Jl fOlD :rH~IA.lTI3LO(~ -. 3 4 ,_ 5 6 7 8 -lJOL : 61 <:! "K..I'fl.S) 0 d5 k 1P.S /cF 9 : '-1067 C. F 10 II 12 V'6L of wt-h6E 13 14 ~ ~(A,;j\._-t SA,~J 15 16 17 ~ ~I tz.'"t" -z...H +~'3il' 18 19 ----20 ( ~ ~( "%(n.)+ (f-+ -z..lt-tMI\ :r.0( r~+ z.H t~~lol) t ('8'(,~9 + !.Ht~ 1o)(rz. t -z.ln4. 1~) tj i 21 \__ __ .· 22 23 24 IR""/ H = 3Cl FT ~ voL , '~ ~i><l , ( .. ~ zi»)< .... J•))H z("J>:X:t ... ,0 ~ ~~x t•):)<n~>~ ,. x 1z1 c(,.. )t"'-~f) 25 26 -= 1o( 'JG.+ (4z.,&q.)(q.&,b~-t-)+ ( I90 1 <Jil-Jt) 27 -::-Z51 2\7 G-f" 28 29 (R'l H.,zo n 30 31 32 VoL-= ;o ( ~(t-z.) r L (J l. D"JX35,o:) t (~Xl2){1J . .>~J'S:o'U ~} 33 -loJo? I Cf" r 34 35 36 37 38 39 -::.. 552..b CF J 40 41 I ( 42 I "-----~/ 43 44 45 46 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 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 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET .6.5010.65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. {5%'00 DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE G '8"b t -= 165 PC:f t..R.'I ~<:l(.~ -- F.s. = ( W+. Rc~ wJr:)( --r~ sif) _ t-OAt . -- ~ESUL\..t. loAb (1< lfl.Sj . NORMAL -S"~JS' EM-t:e.G eNC.'Y -77'-tr:J €"XU:f'T10Nt\l -9360 to 3-z.o LoP.b g.t:cil) l j S' kZ . .S \,05 f.~\ CAL<.. \.1' 1·3 I . I F. s.' ( I PAGE 3'?f ;· :' .. ,. '\ ' 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 / .. , 20 I \ 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ( . 42 \, __ / 43 44 45 46 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET A-tta_~~ .6.5010 65 CALCULATION IDENTIFICATION NUMBER ..1.0. O.R· W:O. NO. j58'oD DIVISION €; GROUP' CALGULA''FION NO. OPTIONAL TASK CODE Uf.J tT 1t I ~€C. l-l S€<:.. z--z...... G ~b A 'e.€ A ~-g_y ~ 0 A 'R.E'I\ BUo'l j:\ NT -2.0 X '2..0 :--- -3G7 S't=' A~EA. ~ ~y '= C) ARE~ lSU\l'IAN'T 4\ _.6.~/lf ... ---- = (J-b, ~-+ ·l 'i~0(l.fc · ~ --n· ~~~ :::: IC)b~ Sf' se<:... 3 <3 - ARE-P.. c~ 'lL ::. (Ltb·"Z:Z.-5 xz..s ·" + 1,.011£1 = ¥o5 sr AR~Pt lSlA.O'YANT = (-z.:z.,:; ~ s)(zs,b t zo,~ --yr -¥~ 77Z SF" -·-- PAGE 33 -.---. --------· ---------·-----. ~-------------------~~-----··-----. -----________ ... _,.... _________ ----~-----~---..-.,-.. ----··--------------~-----------~~----~ ----------------------- r,.---.\ . 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WEBSTER ENGINEERING CORPORATION CALCULATIQN SHEET &5010.65 / ~~------~----------------~------------~----------~----------, · CALCULATION IDENTIFICATION NUMBER. .J.O. OR W,O. NO. DIVISION €i GROUP CALCULATION NO. OPTIONAL TASK' CO DE PAGE 7 \S~cm G(A) ' 11, B. .:(NTERW::.K AND CorvNIEC:TloN STR'ESS tES lltE ·.::nJTERux.J;::... FoR.c:::.€ .Is .. 1#€' TeNs 1 oN · Fr.~R.c~ TIH\ T ex1s-r .s f3£TL.JCeN A ~~OrN\N e ~HEEls , THE: /~rtt~Z.'Ux.:t<. OP.. HQjp STReSS ·ou:FS!b~ oF A Rc..s . (sa k\uj -~-=· X'-P _)(~4o..-(wllVJER..toRNf. FANG 1 ~~ '+Lf0 wHtRf f·-=. LAI£R.fl'-UMT.P/<eJJI.I./et (PrF) IAJt.!N AT .h;t 10 4 77/C f/~JGI-fl oF Iff£ CELL · · ra..-= C€LL R.A·~1u.r ~RX l.S ON 11JI30AR~ Sl~l: I.)F DAH '()Ecilw~e If JH\S · PH~ @ Ptf3 ·= K,4c:¥F·,~_(li--{.._) -t KAs o-~;LT~-"!)-('1~ ·G-~ · · hu~~~Er ;.A~v.ll\~e-_ · . . .. == o.im(1z~1~ +_ (~~lfrsJX!3<> J:s-'1 = ~7-z. t· PSF T-= }(z. &7?.~tf ,a, ~7/-z) ~ . 2"2-o o-: .. _1.6/{rv. I 2 .. -z.. 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WEBSTER .ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION €i GROUP CALCULATION NO. OPTIONAL TASK CODE G(A) a-_, E.L 18'· PAGE IZ- \JJ ~ w€\GHT Or [="lLL t.: S\LT ~ 5) 6 s: ~~.U.IVI\l.ekll" wl~l\i OF Ct::lL ~~ tt) F :: LlffE/lAL PI?.E!i51Ji?t =:_ Pw t Pa-...UJ ~ !-I :_. rt€lG14i cv 'f <:~L L (P~ 1.?1) ( \Lt-z.. o _'kwsjn X SJ ~r)/z. (_ zs + -,. 1 ~~rs/rr.J4<l F?/:? a. k. . r -----·------------~ .-~--------------------.---------~-------------------~--------~-------.---------" ~------..--.~ -------~ ---.. -----. ~---· .. --. ---·-· -----__,...---- (-...... \ ((_ .. '' 2 3 . -. 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 (-,-~ 20 21 "-· .. _: ·' 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 . ' 36 37 ·38 39· 40 41 ~-; {. ' 42 \_,.) 43 44 45 46 &5010 65 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. I DIVISION €i GROUP I CALCULATION NO. IOPT.IONAL TASK CODE l5i1P G( A) ·· ·1f' "0 ·p= 0 cs tX. :0 ~t,. = 0,1 O<v : o b= ¢= ' . .. 2t,r 1 "Z..l,i. kAt - '24-0 ~ ~0 J -- -o. i-3o7 - r .. o, sf, 5~ PAGE J'Z._ ""'-.. · ( . ... __ '' STONE & WEBSTER ENGINEERING CORPORATION CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE .6. 5010 64 IFRONTl CLIENT S. PROJECT A-P A-I B (l_4{) L.E. y LAke CALCULATION TITLE (Indicative of the Objective): £ V ltWitT! OIJ t)f= C CJ{VC:/<£T~ t.J lt.JEf<. {<.E"tJ?l.lf/'<EMeNT! RJt< ntr: M~fN PDW~R TUNNEL. CALCULATION. IDENTIFICATION NUMBER CURRENT OPTIONAL J, 0. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE tseoo G C4tt.) .90 -06 *APPROVALS-SIGNATUR.E S. DATE REV. NO. REVIEWER(S)/DATE (S) INDEPENDENT PREPARER (S)/DATE (S) REV I EWER(S)/DATE(S) OR NEW CALC NO. 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I? ett; Jl s 9 ~to . NC!I+<-fho......t FS ~ {tOI t"f\lt"\lt'Y\VM ror the. laV'~e..y-hJII)ne..(. ,· ' . ( ." ( . ( (· ( ,. { ' ~-.- '· ... ~ /' ( ( ._'-..__..,./ ,. ( ' ~· STONE & WEBStER ENGINEERING ,:CALCULATION 15800~GCAK>-90 PAGE _J.__ ALASKA POWER AUTHORITY DESIGN OF REBAR FOR TUNNEL LIN~R reset. wkl' POWER TUNNEL' IN POOR ROCK WITH SETS GEOMETRY OF TUNNEL AND DESIGN LOADS =================================== COMPUTED FINAL TUNNEL I.D~ RADIUS TO NEAT EXC LINE OVERBREAK HEIGHT OF .ROCK LOAD MAXIMUM ROCK COVER UNIT WEIGHT OF ROCK WASTE ROCK BULI<ING FACTOR DEFORMATION MODULUS POISSON'S RATIO DESIGN INTERNAL PRESSURE MAXIMUM GROUT PRESSURE· GROUNDWATER HEAD AT 62.40 PCF STEEL SET PROPERTIES ==================== STEEL SHAPE DESIGNATION GRADE OF STEEL SECTION AREA OF BEAM WIDTH OF RIB WEIGHT OF RIB . WIDTH OF WEB TIE ROD DIAMETER AND NUMBER USED SET SPACING CONCRETE AND REBAR PROPERTIES ======================~====== THICKNESS OF CONCRETE COMPRESSIVE STRENGTH GRADE OF STEEL CONCRETE COVER BAR # <HOOPS> BAR SPACING <HOOPS> HOOP LAP LENGTH BAR # <LONGITUDINALS> INPUT NUMBER OF LONGITUDINAL BARS CALCULATION =========== LONGITUDINAL BAR SPACING = 12.22 EFFECTIVE TENSION AREA/BAR = 72.00 REBAR VOLUME IN LINER·..;. 536.29 W/OVERBREAK VOL t.' = 0.53 RADIUS TO INSIDE LINER 66.00 RADIUS TO CENTER OF REBAR 70.00 RADIL}S TO CENTER OF LINER 72.00 RADIUS TO CENTER OF STEEL SET 75.01 RADIUS TO NEAT EXCAVATION LINE 78.00 RADIUS TO OVER BREAK 84.00 J.D. #· 15800.08 13-Mar-87 12:35 PM ·11.00 FEET 6.50 FEET 6.00 INCHES 14.00 FEET 900.00 ·FEET 150.00 PCF 1.30 500.00.KS.I 0 • .27 485.·00 PSI 150.00 PST 280."00 FEET' W6Xl5 SECTION 50.00 KSI 4.43 SQ INCH 5.99 INCHES 15.00 LBS/FT 0.230 INCHES 0.750 INCHES 3.00 FEET 12.00 INCHES 3000.00 PSI 60.00 KSI 4.00 INCHES 8 0.785 12.00 INCHES O.OQ INCHES 6 0.442 , 36.00 . INCHES SQ IN/FT z = cu IN/FT NEAT VOLUME I. INCHES 5.50 INCHES 5.83 INCHES 6.00 INCHES 6.25 INCHES 6.50 INCHES 7.00 \ ' PAGE 1 10.00 SQ INCH SQ INCH 135.39 = 0.82 FEET FEET FEET FEET FEET FEET .· ·~, c. ( ··-· c ( . ' \.._· STONE 8c WEBSTER ENGINEERING CALCULATION 15800-GCAK)-90 PAGE _e __ ' POWER TUNNEL IN POOR ROCK WITH SETS PAGE 2 TRANSFORMED AREAS OF STEEL MODULUS RATIO, 2n= 18.83 SET SECTION AREA WITH HOLES 4.26 SQ INCH SET AREA STEEL/IN OF TUNNEL o. 12 SET TRANSFORMED AREA 2.23 BAR AREA STEEL/IN OF TUNNEL 0.07 BAR TRANSFORMED AREA 1.23 LOCATE NEUTRAL AXIS MEMBER AREA ARM ====== ========= ========= SETS 2.23 9.01 BAR 1.23 4.00 CONC 12.00 6.00 ========= TOTAL 15.46 NEUTRAL AXIS = 6.27 DETERMINE MOMENT OF INERTIA MEMBER AREA DISTANCE ====== ========= ========= SETS 2.23 2.73 BAR 1.23 2.27 CONC 12.00 0.27 TOTAL I TRANSFORM MOMENT = MAX MOMENT @CROWN = 1 990. 57 IN-LB. ' SECTION MODULUS = 26.76 IN-"'3 CONCRETE MODULUS = 3122.02 KSI FOUNDATION MODULUS = 4686.91 PSI/IN LOAD TRANSFER TO ROCK, m= 0.00416 ROCK PRESSURE = 8.52 PSI WATER PRESSURE = 121.33 PSI GROUT PRESSURE = 150.00 PSI CROWN I.D. o.oo -55.36 -74.38 -1056.25 REBAR 4.00 -55.36 -26.96 -1006.25 -1185.99 -1088.56 1 • 08 dt, 1. 1 7 -20.50 SQ INCH Stl INCH SQ INCH SQ INCH MOMENT ========= 20.06 4.93 72.00 ========= 96.99 INCHES Ad ..... 2 leg ========= ========= 16.62 0.00 6.37 o.oo 0.90 144.00 ========= ========= 23.89 144.00 REDUC = 81.97 I. DESIGN HYDROSTATIC PRESSURE = . 150.00 PSI STEEL SET CROWN O.D. 9.01 12.00 -55.36 -:-55.36 32.39 67.90 -943.69 -906.25 -966.66 -893.71 1. 32 1.43 -18.21 UNITS INCHES PSI PSI PSI PSI 0" I<SI PROPORTION DISTANCE A X I AL ROCI< STRESS BEND STRESS CROCK> HYDROSTATIC STRESS COMB STRESS <CONC> WORKING STRESS F.S. COMB STRESS <STEEL> WORKING STRESS F.S. 1. 76 "" 2. 00 ()k_ Fov-f11-e.{l.o ', D Offioh QUANTITY STEEL SETS PER FT = QUANTITY TIE RODS PER FT = QUANTITY EXCAVATION PER FT = QUANTITY REBAR PER FT = QUANTITY CONCRETE PER FT = OVERBREAK VOLUME PER FT = WASTE ROCK DISPOSAL PER FT = . 196.36 15.00 4.92 151.77 1.40 0.79 7.41 LBS LBS YDS LBS YDS YDS YDS TO THE NEAT LINE TO THE NEAT LIN!:: <INCLUDES OVERBREAK> ' '· ( ( ' (;. ( ·.~· / STONE & WEBSTER ENGINEERING ALASKA POWER AUTHORITY DESIGN OF REBAR FOR TUNNEL LINER reset.wk1 CALCULATibN 15800-GCAK>-90 PAGE 9 ·J.D. # 15800.08 13-Mar-87 01:01 PM POWER TUNNEL IN POOR ROCK WITH SETS PAGE 1 GEOMETRY OF TUNNEL AND DESIGN LOADS =================================== COMPUTED FINAL TUNNEL I.D~ RADIUS TO NEAT EXC LINE OVERBREAK HEIGHT OF.ROCK LOAD MAXIMUM ROCK COVER UNIT WEIGHT OF ROCK WASTE ROC~: BULKING FACTOR DEFORMATION MODULUS POISSON'S RATIO DESIGN INTERNAL PRESSURE · MAXIMUM GROUT PRESSURE GROUNDWATER HEAD AT . 62.40 PCF STEEL SET PROPERTIES ==================== STEEL SHAPE DESIGNATION GRADE OF STEEL SECTION AREA OF BEAM WIDTH OF RIB WEIGHT OF RIB WIDTH OF WEB · TIE ROD DIAMETER AND NUMBER USED SET SPACING CONCRETE AND REBAR PROPERTIES ============================= THICKNESS OF CONCRETE COMPRESSIVE ·STRENGTH GRADE OF STEEL CONCRETE COVER BAR # <HOOPS> BAR SPACING <HOOPS> HOOP LAP LENGTH BAR # <LONGITUDINALS> 13.00 FEET 7.67 FEET ~.00 iNCHES 14.00 FEET 900.00 FEET' 150.00 PCF 1.30 500.00 KSI 0.27 275.00 PSI 150.00 PSI 280.00 FEET W6X20 SECTION 50.00 KSI 5.88 SQ INCH 6.20 INCHES '20.00 LBS/FT 0.258 INCHES 0~750 INCHES 3.00 FEET 14.00 INCHES 3000.00 PSI 60.00 KSI 4.00 INCHES 12.00 8 0.785 SQ INCH 12.00 · INCHES 0,-00 INCHES 6 0.442 SQ INCH INPUT NUMBER OF LONGITUDINAL BARS 43.00 r CALCULATION =========== LONGITUDINAL BAR SPACING EFFECTIVE TENSION AREA/BAR = REBA~ VOLUME IN LINER· = W/OVERBREAK VOL % = RADIUS TO INSIDE LINER RADIUS TO CENTER OF REBAR RADIUS TO CENTER ·OF LINER: RADIUS TO CENTER OF STEEL SET RADIUS TO NEAT EXCAVATION LINE RADIUS TO OVERBREAK 11.98 INCHES 84.00 SQ IN/FT 632.62 CU IN/FT 0.48 NEAT 78.00 INCHES 82.00 INCHES 85.00 INCHES 88.90 INCHES 92.00 INCHES 98.00 INCHES z = 145.85 VOLUME % ~ 0.71 ·6.50 FEET ·6.83 FEET 7.08 FEET 7.41 FEET . 7.. 67 FEET 8.17 FEET ( , ... { : \ c · .... ,·. \ .. ;' .. '· .. -.... -.I STONE ~< WEBSTER ENGINEERING CALCULATION 15800-G<AK>-90 PAGE _LQ_ POWER TUNNEL IN POOR ROCK WITH SETS PAGE 2 TRANSFORMED AREAS OF STEEL SET SECTION AREA WITH HOLES SET AREA STEEL/IN OF TUNNEL SET TRANSFORMED AREA BAR AREA STEEL/IN OF TUNNEL BAR TRANSFORMED AREA MODULUS RATIO, 2n= 5.69 SQ INCH 0.16 SQ INCH 2.97 SQ INCH 0.07 SQ INCH · 1 • 23 SQ INCH LOCATE NEUTRAL AXIS MEMBER AREA ARM M01'1ENT ====== SETS BAR CONC ========= ========= 2.97 10.90 1.23 4.00 14.00 7.00 ========= ========= 32.43 4.93 98.00 =========· TOTAL 18.21 NEUTRAL AXIS • 135.36 7.43 INCHES DETERMINE MOMENT OF INERTIA MEMBER AREA DISTANCE Ad·"2 18.83 Ic:g ====== ========= ========= ========= ========= SETS BAR CONC 2.97 1.23 14.00 3.47 3.43 0.43 35.74 14.54 2.64 0.00 0.00 228.67 ========= ========= TOTAL I TRANSFORM MOMENT = 52.91 281.58 IN ..... 4· 228.67 MAX MOMENT @CROWN = 2779.92 IN-LB SECT I ON MODULUS = 37. 88 I N·"3 ·coNCRETE MODULUS = 3122.02 I<SI FOUNDATION MODULUS = 4017.35 PSI/IN LOAD TRANSFER TO ROCK, m= 0.00419 ROCK PRESSURE = 8.52 PSI WATER PRESSURE = 121.33 PSI GROUT PRESSURE = 150.00 PSI REDUC = 81.93 I. DESIGN HYDROSTATIC PRESSURE = 150.00 PSI CROWN I.D. 0.00 REBAR 4.00 STEEL SET CROWN O.D. UNITS 10.90 14.00 INCHES -55.97 -55.97 -55.97 -55.97 PSI -73.39 -33.90 34.22 64.82 PSI -1066.89 -1024.03 -950.11 -9i6.89 PSI -1196.25 -1113.90 -971.85 -908.03 PSI 1.07uJC. 1.14 1.31 1.40 Of<. -20.98 -18.30 KSI PROPORTION DISTANCE ·AXIAL ROCK STRESS BEND STRESS <ROCK> HYDROSTATIC STRESS COMB STRESS <CONC> WORKING STRESS F.S. COMB STRESS <STEEL> WORKING STRESS F.S. 1. 72 (){(;__ 1. 99 ole Fo T1tt. 1'3' ro ~ ~ QUANTITY STEEL SETS PER FT = 310.32 LBS OfHoil!. QUANTITY TIE RODS PER FT = 18.00 LBS QUANTITY EXCAVATION PER FT = 6.84 YDS TO THE NEAT LINE QUANTITY REBAR PER FT = 179.03 LBS QUANTITY CONCRETE PER FT = 1.92 YDS TO THE NEAT LINE OVERBREAK VOLUME PER FT = 0.92 YDS WASTE ROCK DISPOSAL PER FT = 10.09 YDS <INCLUDES OVERBREAK> \ . ,_. ,' 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 2~ 26 27 . 28 29 30 3 I 32 33 34 3~ 36 37 38 39 40 41 42 43 44 4~ 46 ... 5010 65 STONE e. 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"' 4/(m +: .fJta 'lift)] k too . · o. 1-S /<c..f-trr: L"ZS -~.CJtlf/{.G-;..";~ t,6,Vr~ip ~r1ooj.2s: 36-t¥~ ~~ .. u ;; toO-((Q.f-to ~ r~o-~8.t'f :-u, 1, B 0% wa..f--er ~yessur~ = H .,~z;if: ~''"'"Z-·'Il = 90,13esr l'ltf P ... i I osF ..., ( \, _ _, _.- 2 3 4 5 6 7 8 9 10 II 12 13 14 IS 16 17 18 19 20 21 22 23 24 2~ 26 27 28 29 30 31 32 33 34 3~ 36 37 38 39 40 41 42 43 44 4~ 46 A5010 65 STONE f. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET 'CALCULATION IDENTIFICATION NUMBER ( 45010.65 J.O. OR W.O. NO. I~BDO STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER CALCULATION NO. OPTIONAL TASK CODE 90 PAGEl Lf_, DE~lGN OF R~BAR FOR TUNNEL LINER 2.0-Jan-87 12:4:.:: F'l'1 2 rese.d.:. ~·.;k 1 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ·2 I 22 23 24 25 u 27 28 2, 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 4!! 46 COE TEST PROBLEM APPENDIX H EXAMPLE 1 GEOt1ETF(l CF TUNNEL AND EXTERNAL LOA-DS ===============~===~====~============ COMP~TED FINAL TUNNEL I.D. RADIUS TO NEAT EXC LINE 0 'v' E r;: B fiE 10: I< HEIGHT OF ROCK LOAD UNIT WEIGHT OF ROCK WASTE ROCK BULKING FACTOR DEFORMATION MODULUS POISSON·· 8 RATIO MAX GROUT PRESSURE HEAD OF EXTERNAL WATER UNIT WEIGHT OF WATER STEEL GET PROPERTIES ======~============= STEEL SHAPE DESIGNATION GRi~DE OF STEEL WIDTH OF F::IB l .. •iEIGHT OF RIB WIDTH OF l•JEB TIE ROD DIAMETER SECTION AREA OF BEAM SET SPACING CONCRETE AND REBAR PROPERTIES =====~======================= THICKNESS OF CONCRETE COMPRESSIVE STRENGTH GRADE OF STEEL CONCRETE COt-/ER BAR # <LONGITUDINALS> BAR AREA (LONGITUD!NALS> INPUT NUMBER OF LONGITUDINAL BARS Br-1~: # ( !:10!JPS > BAR ;1REA <HOOF'S) BAR SPACING (HOOPS) .:::::::.:::::::::::::.:::==::::: LONGITUDINAL BAR SPACING = EFFEC~IVE TENSION AREA/BAR - REBAR VOL0ME IN LINER = r.:AD IL!f~ TD F.;;~[) I US TO i::;~r~~1:D I US Tlj F:ADIUS T!J F~r~C· I tJS ri] 1:::(.:;!) I US TO W/OVERBREAK VOL % = Ii'~SI DE LINER CE~·-lTEI::: OF REBAR C:El·-~TER OF LINER C~E!\!TEF~ OF STEEL !\~EAT EXCA:JATION D\JE~~:BF\:E~~f< SET LINE 12.00 180.00 2261.97 0.40 174.00 1.80.00 189.00 i98.00 204.00 2J.:3 .. C)() ( hfJ vf 1/a{ue ~ _J 29. 00 FEET '17.00 FEET 9.00 INCHES 15:. (H) FEET 165.00 F'CF 66.50 I<SI (>a 25 0. 00 F'SI 208.00 FEET 62.40 PCF W12X36 SECTION 36. oo f:::s I 12.00 INCHES 36.00 LBS/FT 0. :305 INCHES 1.000 INCHES 10.60 SQ INCH 4.00 FEET 30.00 INCHES ::.>ooo. oo PSI 40.00 f<SI 6.00 INCHES 9 1 • 000 ~3Q INCH 94.25 c_:l , 1.000 SQ INCH 1.00 FEET INCHES SQ IN/FT z ·- cu IN/FT NEAT VOLUME ~~ INCHES 14~~50 INCHES 15.00 If\.ICHES 15 .. 75 INCHES 16.50 II\ICHES 17. (10 INCHES 17:~75 PAGE 1 163.55 ·-0.5:::: FEET FEET FEC:T FEET :::·EET FEET ( \ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 I& 17 IS 19 20 21 22 23 24 2~ u . 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4~ 46 .6.5010.65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDEN,TIFICATION NUMBER PAGE I 5" J.O. OR W.O. NO. I DIVISION & GR~P I CALCULATION NO. !OPTIONAL TASK CODE l r;·~oo GC/fi<.J .90 ~--~~~------~----~~--~~--------------._ ____________ ._ __________ ~ COE TEST·PROBL~M APPENDIX H EXAMPLE 1 TRANSFORMED AREAS OF STEEL SET :3EC'T I DN r:":::Ef~ ~J I TH HOLES SET AREA STEEL/IN OF TUNNEL SET TRANSFORMED AREA BAR AREA STEEL/IN OF TUNNEL . BAR TRANSFORMED AREA LDCAT~ NEUtRAL AKIS MEi'1BER AREA MODULUS RATIO, 2n= :l cl. ::::o SQ INCH . -0.21 SC! INCH 4.04 SQ INCH 0. 08 SQ I NO-I 1.57 SQ INCH ARM MOI"IENT ·---·-···-------=====~=== ========= -----····---· .... ---·-------·- SETS BAR. CONC 4.04 1.57 30.00 . -·-------·----·-------- TOTAL 35.61 NEUTRAL-AXIS = DETERMINE MOMENT OF INERTIA 24.00 6.00 15 .. <)0 9t?.95 9.42 . 45(i. ~)_() ···--·---.. ---·-____ .. _, ___ _ 556u37 15. -~2 INCHES MEMBER AREA. DISTANCE: Ad····-2 ====== SETS BAR CONC ========= ========= 4.04 1. 57 30. (10 .. ' 8.38 9.62 0.62 ---·-·---·····-· _____ .. ___ _ 283.38 145,38 q.69 1.8.83 Icg ·=====::::;;=~-:.:::: 0.00 0:: (J() 2250~00 ========= ==-~===== TOTAL 440.45 I TRANSFORM MOMENT = 2690.45 INA4 MAX ~OMENT @CROWN = 36394.52 IN-LB SECTION MODULUS = 172.20 IN~3 CONCRETE MODULUS = FOUNDATION MODULUS = LOAD TRANSFER TO HOCK, ROCK PR.ESSURE = 3122.02 !<SI 249.77 PSI/IN m= 0.02636 10.69 PSI REDUC :: 61" 8'7 ~~~ 90.13 PSI DESIGN HYDROSTATIC WATER PRESSURE - GROUT F'RESSURE = 0.00 PSI PRESSURE= 90.13 PSI CROWN I.D. REBAR STEEL SET CROWN O.D. UNITS PROPORTION DISTANCE AXIAL ROCK STR~SS BEND STRESS <ROCKl HYDROSTATIC STRESS COMB STRESS CCONCl WORKING STRESS F.S. COMB STRESS <STEEL) WORKING STRESS F.S. 0.00 -72.68 -211.35 -661.55 -945.58 QUf.'it·H I TY STEEL SETS PER. FT = QUANTITY EXCAVATION PER FT = QUANTITY REBAR PER FT = QUANTITY CdNCRETE PER Fi.= ·OVERBREAK CONCRETE PER FT = WASTE ROCY DISPOSAL PER FT = 6.00 -72.68 ·-:L:::::o. 19 24. (H) r -72.613 3<). ()() 1 '7'4. 46 -643.52 -589.44 ---57'1 tl 4:2 -846.39' -548.82 -449a63 2.53 3. ·=Jo .f~n 77' -15.94 -10.34 2.01 2. '79 9:33., 05 LBS 33Q 63 YDS TO THE· NEAT LINE 640, 14 1 oc -J...I._} c.~ • 16 YDS TO THE i'iEr-H LINE :3,, 03 YDS 1+5. 82 YDS F'~3 I PSI F·f~ I FILE:RESET.WKl RANGE:A1 .. G162<ENTIRE MODEL> CALCULATION 15800-G<AK)-90 -A- ~ 'NOTES TO: USER: 2 1. Pro: blem is s: et up for: steel se: ts and on: e inner r: ebar mat -B--c--D- CREATED: 2/21/1987 16:50 PAGE j_(Q_ -E--F--G- ---.------------------------------------------------------------------------- 3 4 5 8 9 10 12 2. Use s Bougaye va equati on for 1 0 ad transf er to roc k 3. For' static u ltimate s :trength d :esign of ··:concrete I • I I I 4. Qua: :ntities a: :re for a :circular :tunnel : • ALASKA P: :OWER AUTH: :ORITY :'DESIGN o: :F REBAR F: :oR TUNNEL: LINER :•reset.wk: : 1 :'POWER TU: :NNEL IN P: :oOR ROCK :WITH SETS: 14 :'GEOMETRY: OF TUNNE: L AND DES: :IGN LOADS: :•J,Q. # I I . I I :@NOW The Cambridge Spreadsheet Analyst r :C158oo.oa: 1.., l..l :@NOW :'PAGE 1 1 I '· FILE:RESET.WK1 RANGE:A1 .. G162<ENTIRE MODEL> CALCULATION 15800-G<AK)-90 -A- c::. f--------1 .1._1 --------, 16 , _________ , ·---------, , _________ , ,---------. '---------1 .---------, :' COMPUTED: FINAL TU: : NNEL I. D. : -8--c--D- CREATED: 2/21/1987 16:50 PAGE _L7_ -E--F- : < D62-E42) : ' FEET :*2/12 -G- ---------------------------------------------------------------------------- 17 18 19 20 ? 1. 24 25 26 :'·RADIUS T: :o NEAT EX: :cLINE :' OVERBREA: :K :'HEIGHT 0: :F ROCK LO: :AD :'MAXIMUM :ROCK COVE: ;R :'UNIT WEI: GHT OF RO: :CK :' POISSON' : :s RATIO :'MAXIMUM :INTERNAL :PRESSURE . . :c6.50J :'FEET :c6.00J :'INCHES :C14.00J :'FEET : [900. OOJ :'FEET :uso.ooJ :'PCF :co.27J :C487.28J :'PSI r I .. :'MAXIMUM :~:'PSI : , :GROUT PRE: : : : /hDvf-tSO 5 · ~,-:{;rnet_./ : 1 SSURE I 1 1 1 r 1 / r rc(-1!5 l't' ,_, 1 -------------------------------------------------------------~--------r----- 27 IQ', ~ / '• .. :' GROUNDWA: :TER HEAD :AT ,. 'STEEL SE: :T PROPERT: : [62. 40] :' PCF : C 281 . 25 J : ' FEET The Cambridge Spreadsheet Analyst Page 2 FILE:RESET.WKl RANGE:Al .. G162<ENTIRE MODEL> CALCULATION 15800-G(AK)-90 30 31 32 -A- IES I f --------I 1 --------. , _________ , .---------. ·---.--- :'STEEL SH: :APE DESIG: :NATION :'GRADE OF: STEEL -B--c--D- CREATED: 2/21/1987 16:50 PAGE _['8_ :_E--F--G- :"tJ6X15 :'SECTION :[50. OOJ :' KSI ---------------------------------------------~------------------------------ 33 34 35 36 37 38 :'SECTION :AREA OF B: :EAM :'WIDTH OF: RIB :'WEIGHT 0: :F RIB :'WIDTH OF: WEB :'TIE ROD :DIAMETER :AND NUMBE: :R USED :'SET SPAC: :ING 40 :'CONCRETE: 41 42 43 44 AND REBA: :R PROPERT: :IES I f --------I I --------, ·---------· ,---------. '---------· ·---------. 1---I ~---I : ' THI CKNES: :s OF CONC: :RETE :'COMPRESS: :IVE STREN: GTH :'GRADE OF: :[4.43] : 'SQ INCH :cs.99J :'INCHES :ClS.OOJ : 'LBS/FT :co.230J :'INCHES I I . :co.7soJ :' INCHES : [10 .OOJ : [3. OOJ :'FEET : [12.00] :' INCHES ~]!'PSI I • I :. 1npr.~t-'3tJqortSi frw A,n4./ v(Pst111 ; :[60.00] :' KSI The Cambridge Spreadsheet Analyst Page 3 FILE:RESET.WK1 RANGE:A1 .. G162<ENTIRE MODEL> CALCULATION 15800-G<AK>-90 PAGE _r~:ATEO: 2/21/1987 16:50 -A--B--c--0- . STEEL 45 :' CONCRETE: COVER -E--F- :[4.00] :' INCHES -G- I .I I I ---------------------------------------------~-------------------~---~------ 46 :' BAR # : :<HOOPS) :. : [8] :@PI*<E46/I'SQ INCH : : 16) "''2 ~-------------------------------------------~-------~----------------------- 47 :' BAR SPI :ACING <HO: :OPS> . I I, :C12.00J :'INCHES I . I -------------------------------------------------~--·------------------------ 48 49 50 :' HOOP L: : AP LENGT_H: :' BAR # : : <LONGITUO: . : INALS>· :' INPUT : :NUMBER OF: : LONGITUO: :INAL BARS: :·co. ooJ : [8] 1[37.00] :'INCHES : @P.l* CE49/:' SQ INCH .: 16) /\2 I- I , I I I I_ I I , I I ·------------------------------------------~--------------------~------~---- 53 :' CALCULAT: 'ION I . I I I .--------------------------------------------------~-------------~------ I f --------I I --------1 •---·--- I· I -------------------------~----------~-----------------------------------~--- 54 55 56 :' LONGITUO: :INAL BAR : :SPACING =: : 'EFFECTIV :E TENSION AREA/BAR = :'REBAR VO: :LUME IN L: : INER = I, I I 'I I I .I I :2*@PI*D59:'INCHES :/E50 I I 'I I <E42/2)·*E 'SQ IN/FT ' 47 :+E50*F49*:'CU IN/FT: :12+(2*@PI: :*059+E48): :*071*12 Z =:@lF("-0110: r .; * <E45*D55: ) A ( 1/3) < 1 : 75.-0110*: <E45* 055) : "' ( 1/3) • 99: 999999999: 9) ----------~-------------~--------------------------------------------------- 57 : 'W/OVERB.R: :EAK VOL %: I - I - I I -NEA: : ( 056/ ( 1 72 : ' .:. 8 * < 0 11 7 + 0 : T VOLUME : 118) * 27) ) :% = :*100 I •I ·The Cambridge Spre~dsheet Analyst : (056/( 172: :8*0117*27: : ) ) * 100 Page 4 FILE:RESET.WKl RANGE:A1 .. G162<ENTIRE MODEL> CALCULATION 15800-G<AK)-90 CREATED: 2/21/1937 16:50 PAGE _'bQ. 58 59 60 -A- . 'RADIUS T: :0 INSIDE : :LINER :'RADIUS T: :o CENTER : :OF REBAR f :'RADIUS T: :o CENTER : lOF LINER : -8--c--D--E- : <D62-E42) l'INCHES l<DS8l+E45l'INCHES : <E17*12-El'INCHES :42/2) -F- l+D58/12 l+D59/12 l+D60/12 -G- :'FEET :'FEET :'FEET ---------------------------------~---~-------------------------------------- 61 :' RADIUS T: lO CENTER lOF STEEL : :SET l(D62l-E34r'INCHES l/2 l+D61/12 :'FEET I' I -------------------------------------------------------------------~-------- 62 63 65 :'RADIUS T: :o NEAT EXl lCAVATION : lLINE :'RADIUS T l :0 OVERBREl :AK . I I • I I l<E17*12> l'INCHES l+D62/12 l+E17*12+El'INCHES : 18 l+D63/12 I I. :'FEET :'FEET ------------~--------------------------------------------------------- ,• I • • I I • • : <A12) I 1, I. I :'PAGE 2 -------------------------~-------------------------------------------------- 67 68 69 70 71 :' TRANSFOR: lMED AREAS: : OF STEEL: :'SET SECT: liON AREA : lWITH HOLE: l$ :'SET AREA·: : STEEL/IN: : OF TUNNE: lL :'SET TRAN: lSFORMED Al :REA l'BAR AREA: : STEEL/IN: OF TUNNE: :L I . I :'MODULUS : lRATIO, 2n: 1- 1- l+E33-CE36l~SQ INCH l*E37) l2*29400/Cl l96 l+D68/CE38:'SQ INCH~ :*12) , ' l+D69*F67 l'SQ INCH l+F46/E47 l'SQ INCH The Cambridge Spreadsheet Analyst Page 5 FILE:RESET.WK1 RANGE:A1 .. G162<ENTIRE MODEL> CALCULATION 15800-GCAK)-90 CREATED: 2/21/1987 16:50 PAGE _kj_ r2'· -A- . 'BAR TRAN: :SFORMED A: :REA -B- 74 :'LOCATE N: :EUTRAL AX: 75 76 77 78 79 80 ~· :rs I ·I :'MEMBER It------ 1 ------ :'SETS :'BAR :' CONC :'TOTAL :'NEUTRAL :AXIS = 84 :'OETERMIN: :E MOMENT :OF INERTI: :A -c--0--E- :+07l*F67 :'SQ INCH :'AREA :'ARM :'MOMENT ,, ________ ,, ________ ., ________ , I --------1 --------, --------1 ,_ ,_ ,_ ,-·-·- :+070 :+E42-E34/:+C77*077 :2 :+072 :+E45 :+E42 :+E42/2 I f --------I I --------1 ,_ ,- : @SUM C C77. : : • C79) :+C78*078 I f --------I I --------r ,_ ·- :@SUM CE77,: : . E79) :+E81/C81 :'INCHES -F--G- -----------------------------------------------------------~---------------- 85 86 87 :'MEMBER If------ 1 ------ :'SETS :'AREA :' DISTANCE:' Ad"2 :'I cg ., ________ ,, ________ ,, ________ ,, ________ , I --------1 --------r --------1 --------1 ,_ ,_ ,_ ,_ ,-·-.-,- :+070 :+E42-082-:+C87*087":CO.OOJ, :E34/2 :2 ' ------------~--------------------------------------------------------------- 88 89 9{) :'BAR :' CONC I' I :+072 :+E42 :+082-E45 :+C88*D88":CO.OOJ :2 :+082-E42/:+C89*D89":+E42"3/12: ,, ________ ,, ________ , I --------1 --------1 ·-,_ .-,- -~ ·----------------------------------------------------------------------11\. ____ ./ :'TOTAL :@SUM<E87. :@SUMCF87.: : : .E89) : .F89) The Cambridge Spreadsheet Analyst Page 6 FlLE:RESET.WKl RANGE:Al .• G162<ENTIRE MODEL> CALCULATION 15800-G<AK)-90 C~EATED: 2/21/1987 16:50 PAGE -~1:: 94 95 -A--8--c--D- :•1 TRANSF: :ORM MOMENI :T = :'MAX Mm1E: :NT @CROWN: = :'SECTION : :MODULUS =i i+$C$99*D6i'IN-LB 10"'2*<0.251 i-(0.014/(: :$D$98+o.o: :6416))) :+D92/D82 :'IN"'3 -E- I I. -F--G- ---------------------------------------------~------------------------------ 96 I' CONCRETE: : MODULUS I 1- 1- : 57*@SQRT < : ' KSI IE43> ·I I -----------------------------------------------~---------------------------- 97 :' FOUNDATI: :ON MODULUi :s = i1000*E23/:'PSI/IN : <D63*<1+EI 124)) --------~-----~---------------------------------------~--------------------- 98 / :'LOAD TRA: :NSFER TO :ROCK, : m= I . I : +C96* 1000:' : * D92/ <1 * c : = : 97*D60"4) : REDUC{100*C0.01:'% : 41 ( D98+0. : :06416))/0: :. 25 ·---------------------------------------------------------------------- 100 101 103 :'ROCK PRE: :SSURE = :'WATER PR: :ESSURE = : :'GROUT PR: :ESSURE = : : +E19* <E21:' PSI :-C27)/144: :+E27*C27/:'PSI :144 ·: :+E26 :'PSI :'DESIGN H: IYDROSTATI: :c :'PRESSUREi@IF<ClOl<i'PSI : = :ClOO.ClOO: :,ClOU :' CROWN I. :' :D. REBA"R : ' STEEL SE: ' CROWN 0. : ' UNITS : IT :D. ---------------------------------------------------------------------------- 104 105 :' PROPORTI: iON DISTAN: :cE i'AXIAL RO: :CK STRESS: 106 /'BEND STR: :ESS <ROCK: i . ) \,_ ;[Q.OOJ : <E45) i-C99*D62/I CC105) :E42 : < E42-E34/ : < E42) /2) : ( D 1 05) : <E105) ,. I t I I I I I I f I :-C94/C95 :+C106-CD1:+C106-<Eli <E42-$D$8:' :04/F104>*:04/F104)*i2)*$C$94/: i CC106-F10: <C106-F10:$D$92 :6) The Cambridge Spreadsheet Analyst INCHES: PSI PSI 7 FILE:RESET.WK1 RANGE:Al .. G162<ENTIRE MODEL> CALCULATION 15800-GCAK)-90 CREATED: 2/21/1987 16:50 PAGE _ _A~ .~.c 108 -A- 'HYDROSTA: :TIC STRESl lS :'COMB STR: lESS <CONC: 'I ·~ I ) -B--c_-.;_0--E--F- :-2•$F$101:+C107-CD1:+C107-CE1 -F101*062:' :•062"'2/C0:04/F104)*l04/Fl04l* "'2*<0S8"2l l62"'2-$0$Sl <C107-F10l.<C107-F10 +062"'2)/(: l8"'2) l7) l7) 062"2*(06: 2"2-0S8"2: ) ) , I 'I. . ' : @SUM-< C 1 OS : @SUM< 01 OS : @SUM< E 1 OS : @SUM ( F 1 OS : '· : •• C1 07). :· •• 0107) : •• E 107) : •• F 1 07) -G- PSI PSI ---------------------------------------------------------------------------- 109 : 'WOR~\ING : :STRESS F.: : s .. -' :~$E$43*0· l-$E$43*0· l-$E$43*0· l-$E$43*0·: l42S/C108 l425/0108 l'425/E108 l42S/F108 : I I ,., . . ·I I ---------------------------------------------------------------------------- 110 111 f ' :'COMB STR: lESS <STEEl lU :'WORKING : l STRESS F. l :s. l' QUANTITY: : STEEL SEl TS PER FTl ' -; - , I I . I I I I : <F67•0108l (F67*E108l :) /1000 :) /1000 I. I . :-0.6*E44/~-0.73*E32l :0110 l/E110 : 2*0iPI*F61: 'LBS l*E35/E38 I' I KSI ----------------------------~-----------------------~----------------------- 114 l 'QUANTITY: TIE RODS: : PE.R FT =·: : <@PI* ($E$:' LBS l37/2)"'2)*l l$G$37•0.2l l83*12 I ·I ~--------------------------------------------------------------------------- 11S :'QUANTITY: : EXCAVATil :ON PER FTl I -I - ·: @PI*F62*F: 'YOS TO T: l62/27 lHE NEAT Ll liNE ------------------~-------------------~-----~------~.;..----~-----~-~---------- 116 117 :'QUANTITY: : REBAR PEl lR FT = l 'QUANTITY: : CONCRETE: .... : PER FT =·: 118 : 'OVERBREA: lK VOLUME lPER FT = : I · .. I :0.283*DS6l'LBS l@PI*<F62*l'YOS TO Tl lF62-F58*FlHE NEAT Ll l5B)/27 ·liNE : (@PI* <F63: 'YOS : •F63-FS8-4<: · : F58) 127) -·: :0117 . : . I I r ·-( --------------------~-~-------~-------------~------------------------- 11 .-'WASTE ROl 'I<E22*<011:'YOS (INC: :. ---··: CK OISPOS l .. : 5+0118)) : LUOES GVE+ · ·:AL ::'ER FT: l· lRBREAK) .: ' -I •-- ----------------------------~-~---.;_-------------------------------~----~----The £ambridge Spreadsheet Analyst Page 8 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 ( . 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 (-. ~: 42 '·-./ 43 44 45 46 &5010 65 .J.O. OR W.O. NO. IS~oo STONE e. WEBSTER ENGINEERING. CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION €i GROUP CALCULATION NO. OPTIONAL TASK CODE G{A-k} ::70 PAGEJ:!:f Douf3 LE f'I\A\ i"Z-EfBA-R vJ h-e.v-.e. ? f-.e.e.( s-e.Js Q.re. v:of-u~ed -· 1 ~ p oo v rotk ( w ruc·h 1 s 1?0'5~lb/-e _t).)~-el'\ 0... Tl3/V\ tS u~e~) r~~re.. d.~es not-a..pp-ea.v-to be Su FFt C. I e vtf'" tre.(f>o..v-a. 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J .90 Me~dulu ~ ~ _b_ _ /'S9./r/l · '"3 NA G, .c9 ~ z~. zs-/VI-- Str.€~S€ 'j /v" rn-.e. !/()(._f<:.._ VV',CJ..t -ro.K-e_ prupDrhOVI.&L-( dt$ f-n;,r-(.. to rtJGk.. VV\o..t-@ 8(17-oF 7:Z..G7S· fOS~:z..s· _ --?:t;?rJ . . -90~.:z.S . · !{J-(7. l,fO x 9/r?.., == /10, SS ·ts0.00-x:9)7..==.1l~c t3e"'cl I) f-ti~-s ~ rl!lc.f\ rv'~d-: -?Lt.7c; -t-llo.s5 = 2~00..p..,; H'( clyo ~ tr~ t;S @ (ftJC.f\.. MA.t =--1 or:;r,, '2.'5 1-II 2., '5 .:--9"Jl3. 7~ p-;, ~ . Cr!ifV\brVJ.e-d.~fT~csj:; -sc;.'3'.; ~S'~So -.!)'fl75 == -9(;,3,3J p:. r (0. A-llu.uJetb le t-en~ 1 le s tr~s~ ~v r~ fVl~rc.e cr c c 'ic r.e7e ~ ut .!"'-', c h::d_ to € Y.-~v,,.u" .. e. fire ssu re....-= e>,~~ ( o, ~o} f c. = c-u7..r5'f ·c .fcv-~~0 ps-1 · Co-:t\c_v-~f-t::::: C' .. 4l-'S(3oooj: \"2-"lSp"";;·l __ _ FS = P·., c; =-1 3 i. 9r&t3. 7 ( -.:.:...· '......;,._;;:::.__ ( 1. Str-e~~ L"' ~te.~ -os tre '5 s ';... Ce>-11\C.. }( '2. II\ :: ~tQ1/3.J X /6.63 =' ,--'fS./4 f:~; FS = ~" ~2; k CJ.G, .:: 1. 9-S = -tf;?_.l~--~t; i ~ rz. ~ v 4 ~ h 1-y ·of r-e roo. "" p~ Y f+ k o ~ Mo..:rs V1 :::· 57 4c t!J...? t-;-"3"· '2-.9 =: l I l 3.. o_~ ,~" '?> 1.0~ lctlltt =-Vr ~ .. '2.6'3 ~ ~ "31 ~.I? t fo I · th . ~ Th-e~ 'c..ha.vtf12'5 ~("\ The re;ut-h OV\ FP· ?-<0. av--e -;btowll\ {v(/' rt?-( nevJ telll\p [Olf'e \\ (<..e.foo._y-2. r lJJ K-1. I( ()(A pp~ '2.frr?.. 7 r ~ n.-e ne..uJ, te"'\P (~te c.h.Q_cl<~ ;vt--~nd ma.y /tJ--€. u~ Fov- ct~~\ysts eJt a_ doufD{~ VV\Rr ,jA ~oor-rtSJC.~ fOv flo.-e. ("?' tV. t1J ~u,-<..C [<..e s ul t"s cH" pp-2.8 --2.9-. I • •,,' -... -· r I (_ '-···""" STONE & WEBSTER ENGINEERING CALCULATION 15800-G <AIO -90 PAGE ~ APA/BRADLEY LAKE PROJECT J.D. # 15800.08 DESIGN OF REBAR FOR TUNNEL LINER 13-Mar--87 01:06 PM r-ebar2.wk1 POWER TUNNEL IN POOR ROCK WITHOUT SETS PAGE 1 GEOI'tETRY OF TUNNEL AND EXTERNAL LOADS ===================================== COMPUTED FINAL TUNNEL I • D·. RADIUS TO NEAT EXC LINE OVERBREAK HEIGHT OF.ROCK LOAD MAXIMUM ROCK COVER UNIT WEIGHT OF ROCK DEFORMATION MODULUS POISSON'S RATIO DESIGN INTERNAL PRESSURE MAXIMUM GROUT PRESSURE GROUNDWATER HEAD UNIT WEIGHT OF WATER WASTE ROCK BULKING FACTOR CONCRETE AND REBAR PROPERTIES ============================= THICKNESS OF CONCRETE COMPRESSIVE STRENGTH GRADE OF STEEL CLEARANCE FROM ROCK FOR ROCI< MAT BAR # <HOOPS> BAR SPACING <HOOPS> HOOP LAP LENGTH BAR # <LONGITUDINALS> 11.00 FEET 6.50 FEET 6.00 INCHES 14.00 FEET 900.00 FEET 150.00 PCF 500.00 KSI 0.27 485.00 PSI 150.00 PSI 280.00 FEET 62.40 PCF 1.30 12.00 INCHES 3000.00 PSI 60.00 KSI 3.00 INCHES 8 0.785 SQ INCH 12.00 INCHES· 0.00 INCHES 6 0.442 SQ INCH INPUT NUMBER OF LONGITUDINAL BARS 39. OOV" CONCRETE COVER FOR CONCRETE MAT BAR # <HOOPS> BAR SPACING <HOOPS> HOOP LAP LENGTH BAR # <LONGITUDINALS> 4.00 INCHES 8 0.785 SQ INCH 12.00 INCHES 0.00 INCHES 6 0.442 SQ INCH INPUT NUMBER OF LONGITUDINAL BARS 36.00 CALCULATION =========== LONG BAR SPACING IN INCHES EFFECTIVE TENSION AREA/BAR = REBAR VOLUME IN LINER ROCK MAT = CONCRETE MAT = RADIUS TO INSIDE LINER RADIUS TO CENTER OF CONC MAT RADIUS TO CENTER OF LINER RADIUS TO CENTER OF ROCK MAT RADIUS TO NEAT EXCAVATION LINE RADIUS TO OVERBREAK ROCK MAT = .,;i2. 08 73.30 SQ IN/FT vS76.87 CU IN/FT 536.29 CU IN/FT 66.00 INCHES 70.00 INCHES 72.00 INCHES V75. 00 . INCHES 78.00 INCHES 84.00 INCHES 12.22 CONCrMAT = CRACK Z = OVERBRK i. 136.04 NEAT i. o. 57v" 0. 89V" 0.53 0.82 5.50 FEET 5.83 FEET 6.00 FEET 6.25 FEET 6.50 FEET 7.00 FEET /' ! (' '· .. · '··. ( '·- STONE & WEBSTER ENGINEERI~G CALCULATION 15800-G(AK>-90 PAGE ".J:] POWER TUNNEL IN POOR ROtK WITHOUT SETS PAGE 2 TRANSFORMED-AREAS OF ROCK MAT AREA STL/IN BAR TRANSFORMED AREA CONC MAT AREA STL/IN BAR TRANSFORMED AREA LOCATE NEUTRAL AXIS· STEEL MODULU~ RATIO, 2n= OF TUNNEL 0.07 SQ INCH · 1 • 23 SQ INCH OF TUNNEL 0.07 SQ INCH .1 • 23 SQ . INCH MEMBER AREA ARM MOMENT DETERMINE ====== ROCK MAT CONC 1'1AT CONC ========= 1'. 23 1. 23 12.00 ========= ========= 9.00 4.00 6.00 =======;:== 11.09 tJI< 4.93 .72.00 ========= TOTAL 14.47 ()t'-. 88.02 o/( v-6.09 INCHES NEUTRAL AXIS = MOMENT OF INERTIA MEMBER AREA DISTANCE Ad·~-2 leg 18.83 ====== ========= ========= ========= ========= ROCK MAT 1. 23 CONC MAT 1.23 CONC 12.00 TOTAL I TRANSFORM MOMENT = MAX MOMENT @CROWN = 1964.34 SECT I ON MODULUS = . C91<. 26.28 CONCRETE MODULUS = 3122.02 FOUNDATION MODULUS = 4686.91 LOAD TRANSFER TO. ROCK, m= ROCK PRESSURE = 8.52 2.91 10.47 0.00 2.09 5.36 0.00 0.09 0 .• 09 144.00 ========= ========= 15.92 Of<.. 144.00 159. 92 lN-' ... 4 t7/(._ IN-LB IN-''3 KSI PSI/IN 0.00396 REDUC = 82.20 i: PSI WATER PRESSURE = 121.33 GROUT PRESSURE = 150.00 PSI PSI DESIGN EXTERNAL HYDROSTATIC PRESSURE = 150.00 PSI CROWN I .. D. c MAT R MAT CROWN 0. D .. UNITS PROPORTION DISTANCE 0.00-4.00 9.00 12.00 INCHES AXIAL .ROCK STRESS -55.36 -55.36 -55.36 -55.36 PSI BEND STRESS. <ROCK> -74.75 -25.61 35.8o/ . 72.65 PSI HYDROSTATIC STRESS -1056.25 -1006.25 -943.75 -91)6.25 PSI COMB STRESS <CONC> -1186.35 -1087.22 -963.31 -888.96 PSI WORKING STRESS F~S. 1.07 1.17 1.32 1. 43 ·· .. COMB STRESS . <STEEL> -20.48 -18.14 KSI WORKING STRESS F.S. 1 . .76 1. 98 QUANTITY EXCAVATION PER FT = 4.92 YDS TO THE NEAT LINE QUANTITY REBAR PER.FT = 315.02 LBS FOR BOTH-MATS QUANTITY CONCRETE PER FT = 1.40 YDS TO THE NEAT LINE OVERBREAK VOLUME PER FT = 0.79 YDS WASTE. ROCK DISPOSAL ·PER FT = 7.41 YDS <INCLUDES OVERBREAK> ,· \ ,... ( ( ·., ,. r '. t ( . STONE & WEBSTER ENGINEERING CALCULATION 15800-G <AI<> -90 PAGE ~ APA/BRADLEY LAKE PROJECT DESIGN OF REBAR FOR TUNNEL LINER rebar2. wk1 POWER TUNNEL IN POOR R,OCK WITHOUT SETS GEOMETRY OF TUNNEL AND EXTERNAL LOADS ===================================== COMPUTED FINAL TUNNEL I.D. RADIUS TO NEAT EXC LINE OVERBREAK. HEIGHT OF ROCK LOAD MAXIMUM ROCK COVER UNIT WEIGHT OF ROCK DEFORMATION MODULUS POISSON'S RATIO DESIGN INTERNAL PRESSURE MAXIMUM GROUT PRESSURE GROUNDWATER HEAD UNIT WEIGHT OF WATER WASTE ROCK BULKING FACTOR CONCRETE AND REBAR PROPERTIES ============================= THICKNESS OF CONCRETE COMPRESSIVE STRENGTH GRADE OF STEEL CLEARANCE FROM ROCK FOR ROCK MAT BAR # <HOOPS> BAR SPACING <HOOPS> HOOP LAP LENGTH BAR # <LONGITUDINALS> INPUT NUMBER OF LONGITUDINAL BARS CONCRETE COVER FOR CONCRETE.MAT BAR -# <HOOPS> BAR SPACING <HOOPS> HOOP LAP LENGTH BAR # <LONGITUDINALS> INPUT NUMBER OF LONGITUDINA~ BARS CALCULATION =========== LONG BAR SPACING IN INCHES ROCK MAT = 13.00 7.67 6.00 14.00 900.00 150.00 500.00 0.27 485.00 150.00 280.00 62.40 1.30 14.00 J.O. # 15800.08 13-Mar-87 12:55 PM PAGE 1 FEET FEET INCHES FEET FEET PCF KSI PSI PSI FEET PCF INCHES 3000.00 PSI 60.00 ·KSI 3.00 INCHES 8 0.785 SQ INCH 12.00 INCHES o.oo INCHES 6 0.442 SO INCH 46.00 4.00 INCHES 8 0.785 SQ INCH 12.00 INCHES o.oo INCHES 6 0.442 so INCH 43.00 12.16 CONCr MAT·= 11.98 EFFECTIVE TENSION AREA/BAR = 83.87 SO IN/FT CRACK Z = 145.56 REBAR VOLUME IN LINER OVERBRK I. NEAT I. ROCK MAT = 683.06 cu IN/FT 0.51 0.76 CONCRETE MAT = 632.62 CU IN/FT 0.48 0.71 RADIUS TO INSIDE LINER 78.00 INCHES 6.50 FEET RADIUS TO CENTER OF CONC MAT 82.00 INCHES 6.83 FEET RADIUS TO CENTER OF LINER 85.00 INCHES 7.08 FEET RADIUS TO CENTER. OF ROCK MAT 89.00 INCHES 7.42 FEET RADIUS TO NEAT EXCAVATION LINE 92.00 INCHES 7.67 FEET RADIUS TO OVERBREAK 98.00 INCHES 8.17 FEET ( ,. (. ( . ( ( ( ! \ .. ( . -. ' '·· '··d- / '--· ' STONE & WEBSTER ENGINEERING CALCULATION 15800-G ( AIO -90 POWER TUNNEL IN POOR ROCK WITHOUT SETS. TRANSFORMED AREAS OF ROCK MAT AREA STL/IN BAR TRANSFORMED AREA CONC MAT AREA STL/IN BAR TRANSFORMED AREA LOCATE NEUTRAL AXIS MEMBER .=====~ ROCK MAT CONC MAT CONC STEEL MODULUS RATIO, 2n= OF TUNNEL 0.07 SQ INCH 1.23 SQ INCH OF TUNNEL 0.07 SQ INCH 1.23 SQ INCH AREA ========= 1.23 1.23 14.00 ========= ARM ========= 11'. 00 4.00 7.00 MOMENT ========= 13.56 4.93 98.00 ========= TOTAL 16.47 116.49 7.07 INCHES NEUTRAL AXIS = DETERMINE MOMENT OF INERTIA 18.83 MEMBER AREA DISTANCE Ad,......2 Ic:g_ ====== ========= ROCK MAT 1.23 CONC MAT' 1.23 CONC 14.00 ========= 3.93 3.07 0.07 ========= ========= 18 •. 99 11.65 0.08 o.oo 0.00 228.67 ========= ========= TOTAL I TRANSFORM MOMENT. = 30.72 259.39 IN .... ·4 228.67 MAX MONENT @CROWN = 2718.72 IN-LB SECTION MODULUS = · 36.66 IN-''3 CONCRETE MODULUS=· 3122.02 KSI FOUNDATION MODULUS = 4017.35 PSI/IN PAGE A~ PAGE 2 LOAD TRANSFER TO ROCK, m= 0.00386 REDUC = 82.33 I. ROCK PRESSURE = 8.52 PSI WATER PRESSURE = 121.33 PSI GROUT PRESSURE = 150.00 PSI ·cROWN I.D. C MAT PROPORTION DISTANCE 0.00 4.00 AXIAL ROCK STRESS -55.97 -55.97 BEND STRESS <ROCK> -74.15 -32.23 HYDROSTATIC STRESS -1066.89 -1024.03 COMB STRESS <CONC> -1197.01 -1112.23 WORKING STRESS F.S. 1.07 1.15 COMB STRESS <STEEL> -20.95 WORKING STRESS F.S. 1.72 QUANTITY EXCAVATION PER FT = 6.84 QUANTITY REBAR PER FT = 372.34 QUANTITY CONCRETE PER FT = 1..92 OVERBREAK VOLUME PER FT = 0.92 WASTE ROCK DISPOSAL PER FT = 10~09 DESIGN EXTERNAL HYDROSTATIC PRESSURE = 150.00 PSI R MAT' CROWN O.D. UNITS 11.00 14.00 INCHES -55.97 -55.97 PSI 41.i4 72.58 PSI -949.03 -9~6.89 PSI -963.86 -900.27 PSI i.32 1. 42 -18.15 KSI ·1.98 YDS TO THE NEAT LINE LBS FOR BOTH MATS YDS TO THE NEAT LINE YDS YDS <INCLUDES OVERBREAK> ' ' \ :• 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 l .. ·-42 43 44 45 46 65010 65 J.O. OR W.O. NO. I'S'8~0 STONE a WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CA-LCULATION IDENTIFICATION NUMBER DIVISION €i GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE "'3Q G(M<.} 90 ' ' . A 1 t.etrN C\..rt ~ ~v-~ c<-d.u v--e.s~ v-~oM p v f-o-ho--"'-~ f 1 II\ t-e r Net/ pv.es<;ur-e$ 1il Th~ COV\C.V'<.~-e, o..r-(. o.va.ttlcdole... Fv-oM· L~o.rl-e~ .Jct..!~.ev:-( 1~'1'-) ~oc.lc .M.ecfAetVlu!$ ctv-..:1 £1/1(/tl-1-f'(!,;,,_~ Co-....._kJrncf.~ ()JV\lv-pr-~~ s 1 p-~"2.( ~ · ,. 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WEBSTER ENGINEERING CORPORATION. CALCULATION SHEET ... 5010.65 CALCULATION IDENTIFICATION NUMBER .J.O. OR W.O. NO . DIVISION €i GROUP I CALCULATION NO. 'OPTIONAL TASK CODE PAGE ?3 l~8DO {!;;(Ate} 90 - {<. -e.Cf.. v ' v-e..cl ax €.o._ of s ~~ -e...l ; A~= Pi "* Ro --Fy CM~ L ~ A.;= . -ts~= Ro -= lf'D..d.t us fo o verb v--eq f?.. -f.y = '/l·-e ( c\ ~ f"t~ 11\'f n..._ c"T 'f.e. ba. v-o rr s f-k f '5 e t U)"'\CVt~V~v t~ {ess {7:;D 1"s'' x-{tp.Sxl~+:~") ::: (),252.in,4 . 'o 1 cao.1;~sr · r._ 1.., TVrr r~foet r leo )( ( ett+ :.-0,.3 02 G.~ .. fOv set~ ~ 0~0 ~~·, , .... I r , CA-SE U:: . A~-; 2.7~x ~4 .:=. 042.70 .i!!• -F()r v-€.1oo.r 9,o; "~ ":" J.os 1r~ A~= 7:7 ~~64 :-£),32"3 (,..~ Fov· Se+~ 7S,tofJ J: /.C f::J m A-ll tn~ (;tlao~ v~lves Q.V'~ ~ .... C';{_(,Vlc{ers '~ ~ft.J_ce_ wlo t~ o.(). tv«~ ~t-~r-+o roerfc.. t) '> r ~ rh.e,.. load ttttviS F~r fO_C.m rs d.e.ferM IVI~d, earl1-er; · · DE:S/6NAJ:_EN_Q __ OF SIE~L. /,INER._STA-3/+~0 ·r I tiSr~i o.Ob~ G>p~i o.oe3 rr l7op'>i 1 o.a~% 1 90rsi lo.o89l'4of'li l~:',~i tceo~' ~:~l ., ' ,.. tl L.-~e c..-/c:. -:i: 6 hoopS ~ I"L c.-c. .t1 = (~ -l2. Tf:; ~.761 in'" ·per bCtY" ~ /1. 11 ~ o,O{gS ~ ~ ---. ·~ ' 1- Lh()_~t 't1:b-hoeps a 11-HC-<:. ~ ~,O{pC:>of.O.O~S :0,(~1 '""/t't-. Chec.f:. #-9-ho~ <! 11." c-c. -.9'; ' ~ • ~ • II • '2. A , -~ ) rr == 0. 9 9 4 (" t? .e V" btl. r ":"' I 'l ~") C> t C> 8 '5 ~ ' 4t f ·~ 1-..nrA ~t ~ 9 c"'ps(ll'l'' c. ... c, ~ o.08)to.oe3 = 0.1~eo i"t'" . .--.., / \ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 ' 42 \__ _ _..· 43 44 45 46 .... 5010.65 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO . DIVISION t; GROUP CALCULATION NO. !OPTIONAL TASK CODE PAGE3!:f. \t?l;OO &CM<-} 9() f~~ fOt.f(_ VV\l(.SS t; c..{Ct~StP{~d tt~ ''SouND 11 a..t stz,_ ~ l+!oO l\1\ L&tl c l S c:e,e>e-C:> (Aft;.) -~I _ ~·, L +-Ct1? p ect v-~ Th~t tV\ ~ . i*-e "'oops @ t ~ '' c. -c.. a r--! s IJ ~Ftc t., ~ t fuv_ lh e & ~ ? 1 j II\ -hi-a. V\ ~ I e Ill t · ~wt\J~v-~ e s a.r.e not s ~..~1+-ic re~~tt" (,)){,~~ ~~ ro !.-~ l ~ -Fv-c.t.c....fv r.e~. A c{a u~l-e r-1\ttf c.c:u'\ 1o~ ins +ct.{( -ed +Or C.6~di -hc11' of t'Y\o d-e v-tt. t--e ( J fv-tt!. +v v-ed. cu~ ~ l ~ tt I y fret cf-u v e d.. v-t.J t.. f:-. Ev-t"" t"'h. .e. ~ ,9 ~ O-'f e. n.~ t $ 1.1 P.r -~ c t.e 11\.'r 1 ~ ~ d. o u to I ~ M Ct f· fo rr p_o ~ r rrJcl<.. TlA-e. +hn;t se.c..b~n, c fAssiO~cf 1)$ ''~oor-'' {S a.+ STA c..B+=?o +c 5TA 73+-~0. Thts rs €~$evd-ictl\y a..t 73o-I"IYI~ R~-"2..( wAetr-€ _ n.e G wr ~~@ c;L to8 2. · --· ~-m,,.,.,_ A'~eA""enf~, p~,~ f-® Ll Pi :: (/? 7 6 -ID B 2.) ~ ~ 1.-l.f = /2-~.? Sa. y !30 ps ( Th~, the C,+S£ 1L Cf Yett of :5 f~eJ 'r--e_rr 1/IY~d- A~: 130P,; (t-tJ_;-;)xa'f ~ 0 .0 e-5 ~. !Jo fJOO ff,tJS f~i 1 ~ _ • 1 .,-sfe~l ~-efs@ 31c-c {wcPkiS) /11J~IIt4hl~ sf-eer.::::: ~-,·t2. +-'O.O'S =tJ~te'S ..,. ~oe c; eft:.. If t$ n(Jf -t..c~YicH-.ll~a.,f fo lnsfq II Q_ c/ol)j,/~ I'YJ4.t of -He_, s foy rh.e A(l~d-RVCif-efyP.,Q.c~tr-e&/. ro~lt> ~o fu..>o s~hf'h1~5 are... p6SStbfe: , ,. ~w f({,h fo #9 httrS <1/z..' -for Ct SI¥J11e maf_ Tf11s wov{c/ b-€ fvife -feusible a~ in5/)etfers vJovlcl IYJ-lrt I y nee(} ~ c. DV! fro I d. e I i very r;'f The b vnd/es az f b&trS a.ffer ~ q(!o loJ ,"C ll'lt;,P_ec.. frof1.. • -re-.e.vq_fu~f--e. pr~ ss u F~ s j A+ ~T-4 3.9 f-so n,e Mcd~r~Jtf.ely .fl"f.l.tf-oY~C( rt>c!: "fla.S et.c;wT ~ { ~L Ill'! -zoo) =-57/Lf .Pf.. r--lf'lf« ( ~ m ~e rl-I, Po r 11 f (J}; flP; =-(..L'I0/.5-SJ-tLf) 'yia1..'f -,1t.4 sa.y·z;S,-s · fl.{ 'f , ~ I t p~:: z.t s {I-~.ta?) Jo'ar = 0 , 070 2 ~ns1~., 1- J?o, ()~o ~t.o s 1 rt ~ Pj = (Jtf>tJ-~(1-f) 'Jr(D{,I.{ T ~::: /t-0 f'>; /lfLf A c, ::-1 --z.o (_ 1-o., 1/ x 8 1 = 0 ,C> s' !!!..'-fl6 v-MO-( Cr;fJ, ooo . '"'' . --..... '· .(---' ;' { 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 .. 5010.65 ,'' ''I STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO . DIVIG(/J:_)p I CALCU900N NO. IOPTIONAL TASK CODEI PAGE "3S t~~~o • A:-r€.A. 0 f s f-~.e,( ('-e.lt v I V' e_d ~ r-TN-TY"~ II\ ~ I ~ H. f-s l -5 0 r C) f 0 ( V. "L (I 'n (}} ~ I C V\. l1 '/ 0 r C9 ~ S IV.. ""(t;., p r.~ Vtd R..cf b '( #6 11\oopS @. I 2.11 j l f Spc.u -e .d a.f \l :'f? ,_g~"5xt1... = O.Ol\ t~'/t~ OK. • WI 1'1\ rV.. LfoO ft-t'n~ rrtt V\ ~ 1-e 1\ t ~V'\ fy ch~o,o $ to ~ L. 1 3 9 7 ().) v. r '-~ ' s 14! $ s , ~a, r""' r, 2. tf: 1 P 7 ; -1'1'1 . a. vd fV.. e.. G W T 1 ~ d..v-·tJ-~ p 'M.J f4 s fer .', G>o w; tt iJ ntJo-f)S /~ !VI~d_er-afe fy fra.cfv~.ef{ roc~.f-( Dn( l't1at-) . •• • , . Go IPI d,ufole W!~f of #8 noops I~ 1-J,f;h ly h-ot fvyed rock o~ ftJor r()c..~ t.Vhe" s~fs we ... e. r"~e>-f v~ {.d. . (, o wj ~ ;~1~ Mttf of ·fl:e; htJofS wh-eY\ s eh w-e i/'€. vS erJr 1.-oVl~ 1 fvd!.ng) Refill ~,.(.~Wl~rd- P-ev-Cy'f1'rldrr~ct-f'. ,/,-t./1 f:1t-eory ,', selec..t Gt loav Sl"tL ha.vtv:; V"L rht if2. = ~ rr,' - a.,-et.t. o-f t1t .e J, oo p J., ~ rs. Try ;;. (p . J+. :: (!t. t 7T -tJ .t-{lf z.. A-s = ~ -Q.?B~-o.393 ·<::. O.L/42 :. #:G, c~ f;,v "'2--z.. -USL UJ/ t/6 Cha-t<. .p.~@ /2.,~~"sp4(tny o.-jt'lfi,_ f2 •• oo = Or43lf 70.'393 t>-K. Vr~S_ ,--#-7 A ... Gt)1. fu ~ow( '3" /:J~YS. r'/ , ... e TT' ; (Jr~D f . ~ r A-~'= .f9 :; C>.99'f;:-(),£.{91 ~ 0.6/)( :p #?Of< -r:o~ '1-'"2-v t,t t.0 . ~ 9-/r.o~f~. Chec..l< ti-e.. rods (! ; 1 c. -c, w he.V\ ~~~-e.( '5 eA re9 v r Y~cl- rv~.ect t>,'!;)93 tl".,_ ~ 1.0-f+ Spc.u_;~~ for d-2os~4h Jf ~~'( 11 ~ ro~ ha. ~ Cl V\ CA V Q»-€.'(_ V ~{ fo 'L tf ~ ~(Ca_ ~ ::: r ~ 47., Spo.t 1V1j ; ~lll: = I, 1 z '5 -f.r oc.. nf)'f-pra t:. hce<-( .. ~9~ I Y) rn~ poc(J.. i<.ocf\.. ~ s T A G/8 t-70 A~ .:;: 0 .() B 'S I 'Z-= 0. (). 4) I~ f' .... The..IVIhev-MtA.t-pr-Dyt~es ,_ 442. ~ tY37 AA4)=-/D43-.D37= .oa~ 46 I llet-Scctt:l~j :r , 1.(4'2-. = 5. '!J7 ol\. , k I 1 .oor; . ~· INTEROFFICE MEMORANDUM A 040.26 SUBJECT Power Conduit l S 8 O{)-G( 1-}-/C )-~C) A-TTA-c..-HMcJV7 :L J.D. Cfl W.O. No. 15800. 08 06F - 3 h. c~~-~--r 'P-( o'f?' 4 DATE September 23,1986 Internal Design Pressure TO Geotechnical Division FROM J. Hron cc T.Critiko's N.Bishop L. DLtncan D. Potter J.Hr-on In response to your-IOM dated September 8, 1986 we provide the following information: (1) A Table showing the maximum and minimum pressure in the power conduit. <2> A Table with coordinates of the key points will help you to locate areas where you need to know the internal pes~ure. (3) Also a plot showing the above data in a graphical form • II r . ~: .I I I I I r L 5 W6C C4-(-C tS~DO-G-(/ft<)-.90·. /j-T(A-Ctf/'1ENT .1 ----------~----------------------------------------------------------- LOCATION' ' I I I I I I I I : STATION : LEN!}TH _ : I -. SECTION I I I I I I ·----------------~-·------------·-~--------·------------·--------------· I I I INTAKE 0+00 1035.50 637 11 1 -0" DIA GATE C'L 6+37 1035.50 172 " " UPPER BEND PC 8+09 1035.50 931 " " .LOWER BEND PT 17+04 301•00 I• . 14069 I II II . CON~ I .STEEL 158+09 66.50 . 2724 II II I I' PT 185+33 24.50 I 277 II II I C'L SPH VALVE 188+10 15.00 I 87 3x 5'-0" DIA I NEEDLE VALVE 188+87 15.00 'I I ·---------------------------------~~------------------------------- •\1 Coo~tJAtcS DF l::-E'( LoCA-ttoJ.S. ·.1,J Tf.le-,Pow~ .TCJJ,J~c r --- ~ w~c cA-c,c ~~ eoo-GG4-k-) -.90 .1--TI.II-C H;vr. £NT 1_ ltJTC·~,JAL P~ssve_c_ 1tJ PovvE:e_ c....oJt:>v 1-r --------------------------------------------------------------------!SECT. : DISTANCE :HORZ OIST !ELEVATION: HAX HGL : HINIHUH : HAX HGL : !POINT :FROH INLET:FROH INLET! C'L !JOB 8198 :JOB 3349 !JOB 9502 : C'L !REJ2 60 S!ACC3 60 S:REJ3 84 S! <FEET> . : <FEET> : <FEET> : <FEET> : <FEET> : <FEET> ' ' ' ·----------------------------------------------------------·---------· 1 . o.oo 2 416.03 3 832.05 4 1248.08 5 1664.11 6 2080.13 7 2496.16 8 2912.18 9 3328.21 10 3744.24 11 4160.26 12 4576.29 13 4992.32 ' 14 5408.34 15 5824.37 16 6240.39 17 6656.42 18 7072.45 19 7488.47 20 7904.50 21 8320.53 22 8736.55 23 9152.58 24 9568.61 25 9984.63 26 10408.66 27 . 10816.68 28 11232.71 29 11648.74 30 12064.76 31 12480.79 32 12896.82 33 13312.84 34 13728.87· 35 14144.89 36 14560.92 37 14976.95 38 ' 15392.97 39 15809.00 40 -15809.00 41 16248.82 42 16688.64 43 17128.46 44 17568.29 45 18008.11 46 18447.93 47 18887.75 o.oo . 416.03 830.74 1071.44 1310.06 1704.22 2120.19 2536.16 . 2952.13 3368.10 3784.07 4200.03 4616.00 5031.97 5447.94 5863.91 6279.88 6695.84 7111.81 7527.78 7943.75 8359.72 8775.69 9191.66 9607.62 10023.59 10439.56 10855.53 11271.50 11687.47 12103.44 12519.40 12935.37 13351.34 13767.31 14183.28 14599.25 15015.21 15431.18 15431.18 15870.94 16310.70 16750.46 17190.22 17629.98 18069.81 18509.63 1035.50 1035.50 1028.85 689.94 349.15 295.32 288.39 281.45 274.51 ' 267.58 260.64 253.70 246.77 239.83 232.89 225.96 219.02 212.08 205.15 198.21 191.27 184.34 177.40 170.46 163.53 156.59 149.65 ' 142.72 135.78 128.84 121.91 114.97 108.03 101.10 94.16 87.22 80.29 73.35 66.42 66.42 59.08 51.75 44.42 37.09 29.76 23.50 15.00 .1190.6 p1197 .6 1204.6 1211.6 1218.6 1225.6 1232.6 1239.6 1246.6 1253.6 1260.5 1267.5 1274.4 1281.4 1288.3 1295.3 1300.2 1305.1 1309.9 1314~7 1319.5 1324.4 1329.3 1334.1 1339.0' 1343.8 1348.7 1353.6 1358.5 1363.3 1368.2 1373.1 1378.0 1382.8 1387.5 1392.3 1397.1 1401.8 . 1406.6 1406.6 1411.7 1416.8 1421.9 1427.0 1432.1 1437.6 1443.4 1080.0 1063.5 1047.2 1031.2 1015.5 1000.0 984.8 969.9 955.6 941.4 927.6 913.9 900.5 887.2 874.2 861.4 848.7 836.3 824.0 811.9 800.1 788.4 776.9 765.6 754.4 743.5 732.7 722.1 711.6 701.3 691.2 683.0 675.1 667.2 659.4 r 651.7 644.1 636.6 629.1 629.1 621.6 614.1 606.7 599.4 :592.2 585.1 578.1 :· 1190.6 1198.6 1206.7 1214.7 1222.7 1230.6 1238.5 1246.4 1254.3 1262 .•. 1 1269.9 1277.7 1285.5 1293.2 1300.9 1308.6 1316.3 1324.0 1331.6 1339.2 1346.8 1354.3 1359.9 ' 1365.3 1370.8 1376.2 1381.6 1387.0 1392.4 1397.8 1403.1 1408.5 1413.9 1419.3 1424.5 1429.7 1434.9 1440.1 1445.3 1445.3 1450.8 -1456.4 1461.9 1467.5 1473.0 1478.6 1484.1 ------------------------------------------------------------------ :. d ( ' ] 1.5 1.4 u. 0 1.3 Q 0 -...J 1.2 v ..... 1.1 -::z •1 '· 0 -l-0.9 t:::, ~""-.... r--r--t-. ~ 0.8 > ,. 4J ,. 0 ..J 0.7 UJ .. 0.6 0.5 0.4 0.3 " 0.2 0.1 0 -, 0 2 4 I ~ r---r--- 6 11--~)~s~ll ~ \-\1 ~€ "-- L- \'\~ t---..!!.t .,J pR-e-s . ~~ll_R..f: L '-.. IAJ£ ~r--i-. t-- .. ! <;-/t_ ~IJ · · .. 1;> tl1 7' -1-- r--r-- t- 8 10 12. 14 16 18 D l s rl\-...l ct.S IN f>LAiJ (looca F-'t'j J tJ rE f?_rJ A L f' R_ ESS:u ~ lt--.1 Pou.J E ~ Q_.,o /J D u '' 0 .., .. · . ---. ··------··----------·-·--· -----···-......... -, '•1 ........ _____ , __________ ·-· --·---· ----------------·-·--· --------:-.. -----------------...:. --.--... -------------. --• . -.. ---~-------· ,.-.. . \ .. ,. "<..· ( . \_:~ _i 65010.64 IFRO Nn CLIENT S. PROJECT /) L /T.f A:-/1 STONE & WEBSTER ENGINEERING CO'RPORATION CALCULATION. TITLE PAGE . *SEE INSTRUCTIONS ON REVERSE SIDE e R ltZ7 ?-& 'f U..r& ~~p,F~E.:;~/C.. ?t:!~~ ,4-v~~ CALCULATION TITLE (Indicative of the Objective): /??/1-?A/ .e:?A~ .F"#-;e£ . ..rt?-HzP P&..r/~ .. .... CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL. J. 0. OR W.O. ~0. DIVISION S. GROUP CAL.C. NO. TASK CODE /..rtf 0 0. G-c...?-k) · 013 ~~ * APPROVA L.S-SIGNATURES. DATE REV. NO. PREPA RER (S}/DATE (S) .REVIEWER(S)/DATE (S} INDEPENDENT OR NEW RE.VI EWER(S)/DATE(S) CAL.C NO. L. OV/1/C/'9/V. . T: L. 7A~~t.AII-I!.. 111/iJ A/ew ... ... - I/ /II jg C, .. s/zz/B·j- ~~/2 ·;y.~~ ./~ - .. \ ' ·- .. - .. . . DISTRIBUTION* I PAGE 1 OF :S/ QA CATEGORY (\I) 0 I-: NUCLEAR SAFETY RELATED OII om 'lsa #!.//~ c:; OTHER OPTIONAL. WQ.RK PACKAGE NO. 20.8 SUPERSEDES CONFIRMAT-ION * CAL.C. NO. *REQUIRED (V) OR REV. NO. YES NO •. / ---·-· r I COPY GROUP I NAME & LOCATION I COPY SENT GROUP : NAME S. LOCATION I SENT I I (v') I -I (V) RECORDS MGT. I R1· 2 ~ I ,. FIL.ES (OR FIRE I I· I FIL.E IF NONE} I Fi',.e Fi IL C.Rk) I I .. I I I SJi'f'tl C TV7f .19-L I J;fl,.s/le-~~ I C-£~7Ecfl rt. ov/V C/'9/V I .I L . I I I I I I I I I l I I I I I I --~. ----···------------.----.-___ _. ___ ~ ----------~----~----------~---------------~------.. ------. ~--------~ -----------. ··--·-----------·--- "· ·,_ I CALCULATION SUMMARY A501!!.62 CLIENT /~IIO.IECT /9L~r# SU • .IECT /TITLE Joi.O./W.O./CALCULA'II'ION NO. /..s7!t:7,;:, u=-t/J1 k) -e1 7-E P?~/V 0/?--~ F/7'.::::.£ ...rL-~ .P~.,r/,&:.,e/ CONCLUSIONS r~cX II p ~fl. :? .. - IIEYISION I ~A·E • I 0 2 op3 1 OA CATUOIIY /CODE CLAA tv//; ,#'-j"~,<"tJ r {/S /!! zr: 6'@ /Z. " 0,. t::::~ E. W~ ~M 1 ~~ f Jr--lr ~ tv z'? 1-z!j ltEYIEWEII (I) COIIIII!NTS ' lti!Y~~HI!CKI!II INDI!PI:NDI!NT III!YII!WI!It DATE. I I 11/11 16'G DATI! -1.-J ~fZ.:487 DATI! - . .... '•":.. ' •, -~ \! 1 ' • ('.•, ,••· -------·,"·-_______ , •• ,_.---,......--~-_ _. ---•• -··-~··•--· ----· ~-~-·. ••,•-• • --••••"'•'"• _,.; ··-·---,_,_' •-•-·--•-r---.. ,,_,_.,__._, • -·-·•---· -· -----• •• ·-·-------- 2 3 4 s 6 7 8 9 10 II 12 13 14 15 16 IT 18 19 20 ( -"·\ 21 --· 22 23 24 2!1 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 c:: 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION . . CALCULATION SHEET 45010 65 CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. j.sgCJo DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE (5:. C/9 ~ ':J 013 tJB ?t<J,f£ / '2. 3 ITC/11 Ti-~~ ?~ .. -~. ~Z-;7. P/'177.1 .' -S' le.l-c-lt~s '1-..r b ... /14-?n't.t' I~-/ . ~ '7 L.,__ci . C. c~ __ .s-e.~e.vl-s~~ 8 ;cr· /C- /f 7-{ -a "-L-. --z.-6 -.:r-d.r/1/V:S C.1 ~J,-'>t./f ~H~ ~ES"f _P&$"/~ ~~~ "28 c;,;f' .4z:tt-e;~ 0 ~ ( ..ctzl.. fi -z Y-z .s) r .. - CALCULATION SHEET .A.5010.61 PltEPAitER /DATE L.&JV.uc~..e/ STONE & WEBSTER ENGINEERING CORPORATION 1 .1,0./W.O./CALCULATION NO. . .J-..5~ tJ 0 &=.C.# ..t-) -t::J 1...? l ltEVISION 0' I PA8E (\ '/ oT31 I REVIEWER I CHECICEit I DATE INDEPENDENT REVIEWER/DATE SUB.IECT I TITLE I QA CATEGORY I CODE CLASS r-'-~Ao/.~~~AV--~~~~~~~~?-~~'~?.~E~~---~~~~~--~~-~~~~~~~--------------~----------------- \. __ :.· -P/TA? F/9 <:::E E £. i£~77~ ...r-;t!-i£"?Z:.,H r ~7'?1-L i..GA-'11'7/Y = / •• ::nP / .Z: T --- ... ~ r A 10X 8 ~ / \ .. 5 (0-7) /OETO 5 (0·7) (J·6) .t:L 119'1 I PARAPET WALL 1 1 r 1.1 L '- ··-· . ---·· -~ -:-~ i : ··-----------------·-····- · .. ~~ ),~~ -= E L 1/'f/J -lf'Ji'O ts-~ '~~~x ELEV LOOKING C'ONNSTREAM CXlfCRETE FACE SLAB SCALE A CFC-191A E-1) r B 233" . - SEE SECT 6-6 (C-9) FOR INFO NOT GIVEN .41 CL (TYP) 3° CL FOR REINF EXP TO ROCK L TOE PLINTH WORK POINT LINE . 5'-3" 6 1 a1--4 '-•, ".;. •• ,..•, ,I 11-7° .. · .... , .. · _.. .. ...-EL 1194.0' . co 2~o· 6 1 10'-o" 1• • .-.l" l EMBANKMENT 1~0· "'B I I I . •a VERT® 12"· I wr ··-·.········· ....... . : •a DOWELS . -' ...... . .. .. .. .... ~ .. :: .... EL 11000' .•::.·•:· .: .. , ..•. ·· ·.·.•.·· I. ~ROCK FILL_/ 3'-d ABOVE WP LINE ~ILL CONCRETE AS NEEDED OR OVERBREAK EXC OF WEATHERED ROCK ~---~f--~•,, DOWELS -Rows ® 4'-o• EMB INTO ROCK = 25 FT 5-5 CONCRETE FACE PLINTH 10 PARAPET WALL 3 (SEE NOTE 4) lr- FORMED ABOVE DC'I.,_Ir. 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WEBSTER ENGINEERINGCORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER ., J.O. OR W.O. NO. DIVISION f; GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE/U /atJo 6-( I'Tk) . CJ r.s ~A J, ~ .. :zz:Jcz f ~---~ e7 nc~-8-e-~,4 ~~7 r ~ -.. 77.; -z. ' ~-. IS ~1 /)_ ~ #---~u ~ ~~ tJk-7 ~~~V~I7 ~~~ ~~(,· - L~tri d ~~----·-:I' vnd' ~-J'ad ~ ~.ft.' .'. J> --;-'rs6o x 1 fl -z~ 8.'/ZYtJ l~r. s~ ~.= ey-ztfo -Pt-l( _/_" 1& r~,· ;z.p=t~ /Z~ ~~dk r '1'3 {f /1 c =f ¥--J-P'c ), . F. ..J. ::; /8 b = t,. 10 ()!\ ,,)"' /fr.;z :S/d -~ 10 1/, 11 .. 2,] . , ... 0. 0 ; .. .I '.' r ·' ~ ~ •. ·: ' • , , ' • ~' • ·' • _, ______ ---···--··--.----·------·-·----·-··----~-----~-----····-·---·-------·-----·------·-·--···--~------··--·-·-·-·---.. ---··---. ··--... ·-----· ·-··--- (~·· "--·-. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 c-· 20 ~-21 ' ·--,..,. 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 .... -.... r· 42 \_ /. ----43 44 45 46 65010 65 STONE 8. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDEN'FIFICATION NUMBER J.O. OR W.O. NO. /S"'BO~ DIVISION C,. GROUP ~CAJ:-\ CALCULATION NO. OPTIONAL TASK CODE PAGE'I2:'~3'} 111'3 1)8 w~ ~~--r ~ t?-~ f)~ tZttJ ~%_ ~ 1 Jleji>l .:::. /Z.$, --- ~ 7~ ~J I/J'7f /ZD-y~ ~_, ~'?'-./~ ~ ~ ~ _:§'('20/i..J(__l__. 0 • • -LF &{f.kyt. 1/(/lkj -of8 {s~ d---~~ n 16 (17 "C: cs-:? 1'-r.£~. ( m;c _elf/ r~rl' ~-'HL-J . .. . ~ /~ ~ ~ a-...._ -~ ~ r C.p; IY) l:J36(; /.r~ .Sb 0 ~~~~ i' ~ ,.4 ... .,_ ~ tJ--S~7· ..rk.-~ ~/ ~ ;J ~ 87 nc~~-~ ~-ch ~../-~~- ~)-+~ i~·ck-'J .r~~t--o~~J ~ Jd?--~~0~ ~,~~ ~~ :?~tJtJ/Is/tr 0-(. ~ ~ u ~ ~ -t'~ 1:1~() fs-.P (J-f ~ k-,.rr· k-J- s-o.? ~o/cL/~~~ ~ ~~~U r -fA-r'i ~-~ /U. ~.ltlk I/ ..f~ d-e. ,(. ~ ' f/ (flkJ-t169 -, ~-" . .s-/ ~ TrrhJ ~ ~ IS -3-ri.~ /65 .J ..5"-h// ~c 'j:?6t?(J./jlfu;/ed q: /..F (7 W) F.f. '> 2."~ -Dd ~ ~ .str -:= .'219'1 !Ls-(!P <: Zl (,5,· c:..l r.r: <.::: J1!J 0'5'/ ~ '. wA ~ ~ Cllf- •••'----··-•-··• ••••~••••·•-••·•-•-••--·••••·--~···-'•• --•-•·••·----··-·--·---··-•a-·-•••••••·-•.:...-.. J...-·•·•-·-'-· ---·· ••••••-• {'·. \. . -.. ( ·, ' .. ~---...... ( '"------ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4·1 42 43 44 45 46 .11.5010 65 J.O. OR W.O. NO. /.$-!JOt!> STONE B. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION a GROUP c;:c/9-k'"':) CALCULATION NO. OPTIONAL TASK CODE t) 1'3 tJ~ fRon P. l3 Of HYIDRP\WC D1V. CALC-048 : .. WIND _SPEED (MPH) 70 so ~0 ll?O 107 IIO l£.0 5\GNif. Wf\~~ l-\T, (f+) G.G, 7.8 ~.o . .. - IO.Z. 11. I 11·5" 12.8 NOTED I. HUGHES r APR 1 1987 ····-·-··----------~ •• ·-· __ _. ___ ______,_,__ __________ .,.. ____________ ..... ____ .... ________ ....... ,_ ..... _________ ""-_:::=..;...__ ______ .. ---····--. -• -------------· ---. ···--"~----·------'- ) • __ · : 5 _ ... .. , .. ~ .. . ,·; . .. ... .. . i i .; ; . ' ., C· .... :--· (""• u STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET &5010.65 2 3 4 5 . 6 7 8 9 10 II .. 1'2 ~ "' 13 14' 15 16 17 18 19 -~ 2 ... 2 2 2 2 2 2 2 3 • CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. DIVISION Ei GROUP CALCULATION NO. OPTIONAL TASK CODE PAGEil{3/ .1.0. OR W.O. NO. 15900.08 DIVISION & GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE 23 H O.f8 \ f?MAPeT oN Pen-BeotfE..s llJR'IE Lof)OJN&S FoR Voo10us SuSIArJJeo WmoSFm5 4.®' - p,:ss-trri . · P"·~rsf 70 MPH . RT=~IV-ft ~ EL 1181.0'-' -\a)' .. ~ ... ,. . ,. .. aoM~H r,.•KDpf S,..=,OZ.I~ @EL 118;.+7' 4\m' .. ' . . ---- 107 MPH &:Z.,~ !Vi+ • EL ucro.G2. • .. l \0 M~H R,.: 3~& IV4'4 ~ EL II,O.,S' 3 ~-~· .. 3 3 ~ ~0 ~~t\ R, .. I:SZC IV.& t @ EL 119,.91' .~ . -~-.~ 100 t\PH R.. .. z.Jz' ..,4f (j EL lf,0.3Z' NOiE : LOAOII\lttS A~E. 61\SEO Ot.J \JJUJOS 5USTP\INEO LOtJG-ENO\JfrH to~ fULL Wf\Vt: CEV~LOPME:t-lT (UH--\\C\-\ \S ~-50 MI~J. RH~ 111ESE" ~ft:EOS OAl it\1~ L.Atre) f\ND STILL WP\1ER SURFACE" F>IT EL&Vf\\IOtv II SO'· . ____ .............. ------~-~---·-~------ __________ .. _ ........ _, ____ ._ ________ ........ _.l __________ _ ... ·: ------·-•. ------·--------. ------------'-· --------··-·· --------·-----....! ··----·--·----__ .... _...._ ______________ -- r----. ( .. \. . .. --·· 2 3 4 5 & 7 8 9 10 II 12 13 14 15 16 17 18 19 ("• 20 -~ 21 '-.._/ 22" 23 24 25 26 27 28 29 30 31 32 33 34 35 3& 37 38 39 40 41 ---( 42 \____) 43 44 45 46 .5010.65 J.O. OR W.O. NO. l~tft7 J.O. OR W.O. NO. tsaoo. oa UJrNP ~ STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER DIVISION Ei GROUP CALCULATION NO. GC /f,/-o 'S OPTIONAL TASK CODE o& . CALCULATION IDENTIFICATION NUMBER -· DIVISION &. GROUP CALCULATION NO. OPTIONAL TASK CODE H OGB .! --i I I '. ' ! I . r .. PAGEl ~ . . I ···-·--~~-----~~ -~ -: ·· 1 EL.ff8o :(~~-_!'!-~~~9~~~~J --=--~i _· .:..._1 _ . ... . ~. . . ' . . -------------· -~ r :_:_~~-~~~~~-~~~~~--=~--~---~---=----~ ---·-· ······-~-~~-:Sc~C~-~J~= ft·: -! -~------~~:----~~~-----: . . . -····----·--·--···--·----··-------·-·-··--·-·-------·- ·-----. -·-·----------...... ------~-.--------.,-----. ----~ ·-. ------------·-·--· --~ ----·------.. ·------------· --··--------------·· ---------·-·------ ,, ~----------....... ------· ••••• -----~-------·-·-. ·--·-·-·----.1. •~. ,_; (" \.:: 2 3 4 5 6 7 8 9 10 II 12 45010.65 J.O. OR W.O. NO. /..t;;g~ ·~ . ,, .... 15 ,- 16 19 "- STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTifiCATION NUMBER DIVISION E; GRouP I CALCULATION NO. I oPTIONAL TASK coDE t? C/1-r\ ~ 1::r I ~,; ... .. ,, 20 c-:·; 2 I llJ ---~ ., .. .,. ,,, 22 23 24 25 26 27 • 2 0 1.!) c.> 0:: fr.: 28 . l! : c._ 29 '' 30 33 34 35 : 36· 37 44 45 46 ' ' ' '+-·· ':' :' -+ -:-+"' ' rr:-:-c.,.;---.__..... ~ ' :<: :::: :::: :::: :;:: ::~: ::::::::: ;:::f:_;;: :-~::: ::~: :-::: :;;.; :~:: 1::t ......................... ·· ...... ·:···· .... .... ..... .... . .. .. ~i~~ e~~~~~ :j:~~~;7:--J~~~~; ~~~~~ ~~~¥~U!~~ tr·· ' . ..;.. ___ ii.U 17+-i t+t r+ : : ·'---~· f--.-::' .1\J cu ~PI-- ::'' ~=±,.._:.... ;:::!+ ,,, '' .... ,,, ·:...:.... . :::::::t ...,..,.. , L. , t± ·--:- r:;: -~~:: :~::: :::: ::·:: :::.: ;:::j=::: :::-~ ::~: ::::~:~~: 7' ' ''' ' "··~ " I • • " ' ' • • • • • • · • • • I • • • -• • • • , , , , . . . , • • ;- - ,. 1-:-'- .~t-=--- . ------·-------------·· ···-.... ------------,-----· -~-------------------'-··-------·-·--..----------------------- -----------------------------_______ _, ___ ---~---~~:;;;,...._ _______________ .,:,_ --.......:.·------·---------------------- STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET. 65010.65 CALCULATION IDENTIFICATION NUMBER 0 \ --' ·-.::: - J.O. OR W.O. NO. DIVISION fi GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE~ ,..<.s-g ~ ~ ~ tJ &f..::? 0 3 fQRe~ f'II!Ftli.M:.;eost~rct~;-~~4' ~ _s · Ret=® (sa=Tttts CPtLc. P, 7) Gwe-s FW--~uA-noN ro CAL.CULA-W 4 5 . "-: 6 l1te-fORcE'· rER O~rr-~RS\ 'PROri IPIIJD SLbtVtA16-/lCR055 !C.E -: -·- 7 ,: -................... -k= ~3~U. ~~@,r.~: u~m., 7f~~.~~u I ----· -r,'lfE -~----= -·-~---·----------,------1 ~ -o~cr~z-±--------,-o~,:~v --------------. 12 --: _w ______ f _____ _U __ DENsrrLOF./\JLlJ} _______ 8 ___ -:--ft'-EQ.R__BtL@ _____ -'-/---------_I 13 ----__ Vi_~'lWirrc~'Fbtrf __ fuLs~)~-~=~ ------------·-···--·-----·-·----·-----·--·, 14 ' -./ I~ A~S\lRrACE___ . <:H -t'-..{)[__~)------~-, IE . s : ___________ 8Rei_~fQ.N_lUtllliLum.JD_a_CIL __rr_; I -----·--·--------Cl----M --------·-----~----------------------- ------+---, ____ :__~SQ.~~-DMLCQET:~J--Ea&_hlLovER~_: , ----;---· . -. . : ~~£~Gt--=-I-J'---ID _ _, .... : ' -·-·--------·-------·-· _. -~~ __________ · ---Rf\'ff.e1)-\Cc;:-,.~-=-'-'J-)('·w=~-· -----·---~~;~~~ff~sJIJrtN~PL~ ~1\y.JEAm!L&lLAJG!,'-r-~ --'------'-- , ' ! L·! ! 1 ; i ! : , · ! ' : : . : : -; -:~- 17 18 19 ( .--2C ' 2 "· ... .: ___ .. 2~ 2~ 24 2~ 26 27 28 '· : ---·-----~------------------------------· --· --. --- ,'' ~~ ,Y. ~,·, .~'";: '-,,'·,~I •'•-•-•••·-·---·-·---.. ~--·• • • '••••-• -·--··'· • -~-•-•c•'••-·•-...._ ------·•·•••--:.._.._,_•,•.;...._,~----·-·---·~.J.--•••·---• •••·-·-•·-•-•••• -••-• --· '''"" •• •' . . . ~.-. : .. · ., ··: : . -~ '.•. ; ' . (---~ .. '------· /·-·-.. : \ \_) 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 3.3 34 35 36 37 38 39 40 41 42 43 44 45 46 STONE e. WEBSTER ENGINEERING CORPORATION CALCULATION SHEET ... 5010 65 CALCULATION IDENTIFICATION NUMBER .J.O. OR W.O. NO. DIVISION a GROUP CALCULATION NO. OPTIONAL· TASK CODE ~AGE~~ ;.sgotP ~C/?;1::-) o 73 tJ8 .s-1~£ ~ ~~ ·.s-;:0 ~/.,.~ I ~ 'JfJ"11--~ -~. rr: .f) ;-e .s-v // ~./ L.e . ~ /' c( X • .$""_3' ~,., ~ ljd /.r.P -~ X, 9~ .;r I. 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OPTIONAL TASK CODE c;:CA'k"\ 0'13 CJ8 PAGE'?::l£7 /1-CI "g/,9-~3 "lj,.s-. -!· 4 ··1) 6 7 10 II 12 13 15 16 17 18 22 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 -:3"' We./.~~~ ..,).f'c_ S""70CJo -ffc · = ~ 6~;~4!~'7 e~-.s-(1 •a ~J ~, ci.1f= { ;, .. ,/:. ~ If?~ 6~) I I '3/ 'I )(' .c; .s-" =-lf '/# II /2 _, -.s: ..$'"" /~tfs-:1 2o1. z..R 74.-6.&-'I ,s-, "2 ~ 2~/~ Z/f $~~/~~' /l.S:l/0 /JC.Z:: :?18-~:J 7.rz/ FJ ,...s-; I Ftrv Mel s-~IJ.. .1 ~--!L-~ res.&~ hU .r~ ~ ~ ~) ...{'~ ~ .rl~: .::!:_ ) ;?.'f.3.::L. ..s- . -. ~= ..!..3;;_ _ 2 I r, ~-- ht~~ c) CM. ~ s~1 -tt. · ~ o, d ~ lfo~o r I· slY c.i',...J.&;1 P_nj c~ ~ "? 0 oo r..s ,' L tfc:I:'3/d-~--~eLP-A-~ooof~'· ~~~~-ti!..s-~1'~ li2~Y~f .. I . ' . ' ' ~ ·, : :, I '-. ' ·.t. 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WEBSTER ENGINEERING CORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO. /sBtJo DIVISION a GROUP CALCULATION NO. OPTIONAL TASK CODE PAGE Z8 t ~CAr\ ~qs ~d £1..6-ll @ ,5'0 'cht-[EL 1/'(t;x) wuL.ft_ ~ z.s-1 . ) ~--L-L~~ ;::tlr~ ~--l.l n-o# J"~ ~- ,1. V;:: /~' X. b~.!_ Lf Jc(?.S"fv-nk,)=180()()/J~ ~ ~~ f ~lJ ( '/~-~ ..r; J.e-=-3~t::JOt:J lis) ~=<fz-Ji5£ctt3r·',KJ-z.~'-= .-~7~-/6s-/tF~tJ~ h-t ~ rd JY p )1flr> .iL. ..r ~~ • .... . ' ' ' ·' . (.·. ··-~. (-·.i " / I \,_/ 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3 I 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 .11.5010 65 -' --. ·' ~· ~. -~. • • )0 STONE a WEBSTER ENGINEERING C'ORPORATION CALCULATION SHEET CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO . /~~6() DIVISION €i GROUP &(#"~\ CALCULATION NO. OPTIONAL TASK CODE t1 '13 tJ& t t.f. = f2 __J;F[ 6w.-J -i=:.fPt-7:_ (_ 0)· r2. 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OR W.O. NO. I DIVIS.ION fi GROUP I CALCULATION NO. !OPTIONAL TASK CODE PAGE:zi./.?/ JS9ib ~C/?K.J CJ 73 ~ /J-V!-tJ,s-?~ ~ ~.) r + s~ ~1 ~ 8 ®I?. ~./-..rk./ ~~~'·7 ~i fl~-~~@/z--r!~ --- -. -11 + o, tf-=-1-11 n, z..!tt:= #v ~-s~ ~ sin--..r-Ia./~~ ~~~ .JrwVf ~~ _) ~ # ~ ~ ifk -.Se~cl I.~ ~,;/,~~;(' ~ e~. ~ ./ -/ / J / r /.I 7,~ oz. {~I c~~~ c~ IJ// . .r~-e~ ~ r.s-s-~6k /:1'...-1~1 c~ c~e-5 cv// /;-z,..o/ OK .(> -~ .• . I ·:' . :·~ '. c_; STONE e. WEBSTER ENGINEERING CORPORATION · ·CALCULATION TITLE PAGE *SEE INSTRUCTIONS ON REVERSE SIDE F ONT .5010.64 I R l CLIENT s. PROJECT . I . Al~\<o.. ~ower O..vJkor\ty 13 ro}J..\~y ~ke. Px-ojec:{- .CALCULATION TITLE (Indicative of the Objective): Sr\I\6-Jo.y: SAR.MA bisp\o..~t e.Y\~ysis -·- CALCULATION IDENTIFICATION NUMBER J. o. oR w.o .. No. CURRENT OPTIONAL DIVISION S. GROUP CALC. NO. TASK CODE }'5100. fo1 G-qg *APPROVALS-SIGNATURE·E. DATE REV. NO. 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PROJECT AfA-/!3«A-Ol£Y LA-Ke CALCULATION TITLE (Indicative of the Objective): SIAS•L•TY CJF Ttl€ Ut2JTI?~Am ccf'FfRtJI"/rn- CALCULATION IDENTIFICATION NUMBER CURRENT OPTIONAL J. 0. OR W.O. NO. DIVISION S. GROUP CALC. NO. TASK CODE /S'BCO. ~~ b I 0'-t *APPROVALS-SIGNATURES. DATE REV. NO. OR NEW PAGE 1 OF 4 QA CATEGORY(\/) 0 I -NUCLEAR SAFETY RELATED Oli om ta' f..lilclro 0 HER OPTIONAL WORK PACKAGE NO. SUPERSEDES CONFIRMATION *CALC. NO. *REQUIRED (V) INDEPENDENT PREPARER (S)/DATE (S) REVIEWER(S)/DATE (S) REVIEWER(S)/DATE(S) CALC NO. OR REV. NO. YES NO '/'/blllfJ/(. 1-/u//,~'JS~ttJI, ~.~~ y/ I7-J,ro/ra7 3/~rg -.. ~!f);ft.l~~ - DISTRIBUTION* ' I I COPY I I COPY GROUP I NAME &.LOCATION I Sf~T GROUP I NAME S. LOCATION I SENT I I I (vi) RECORDS MGT. I I o~'(; I I FILES (OR Fl RE 1 ~c~lo ~a~k ~.lh"Z.G I I FILE IF NONE) I ~\"". F'Y~ I v' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I 3 A5010 65 .J.O. OR W.O. NO. /5800.~8 STONE e. 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