ML031000514
| ML031000514 | |
| Person / Time | |
|---|---|
| Site: | Diablo Canyon  |
| Issue date: | 03/27/2003 |
| From: | Womack L Pacific Gas & Electric Co |
| To: | Document Control Desk, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation |
| References | |
| +sispmjr200505, -nr, -RFPFR, DIL-03-004, TAC L23399 | |
| Download: ML031000514 (133) | |
Text
GEO.DCPP.O1. 3 0 IZ13VISION 1 ATTACMENT 6 PAGE 31 OF 81
Pacific Gas and Electric Company Geosciences 245 Market Street, Room 418BB Mail Code N4C P.O. Box 770000 San Francisco. CA 9417 Fax415/973-5778 GEO.DCPP.01.3 0 REVISION DR. FAIZ MAKDISI
\\
GEOMATRDX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 October 25, 2001 Re: Input parameters for calculations DR. MAKDISI:
As required by Geosciences Calculation Procedure GEO.001, entitled Development and Independent Verification of Calculations for Nuclear Facilities," rev. 4, I am providing you with the following input items for your use in preparing calculations.
- 1. The shear wave velocity profiles obtained in borings BA98-1 and BA98-3 in 1998 are presented in Figure 21-42, attached, of Calculation GEO.DCPP.01.21, entitled 'Analysis of Bedrock Stratigraphy and Geologic Structure at the DCPP ISFSI Site," rev. 0, and can be so referenced. These profiles were previously presented in Figure 10 of the WLA report entitled 'Geologic and Geophysical Investigation, Dry Cask Storage Facility, Borrow and Water Tank Sites," dated January 5, 1999.
- 2. The average unit weight of rock obtained from the hillside has been determined to be 140 pounds per cubic foot, as documented in a data report entitled "Rock Engineering Laboratory Testing - GeoTest Unlimited."
- 3. Regarding the time histories provided to you on 8117/01, since the tectonic deformation will be to the southeast, the positive direction of the fault parallel time history is defined as to the southeast, as described in Geosciences Calculation GEO.DCPP.01. 14, entitled "Development of Time Histories with Fling," rev. 1, page 4.
- 4. The source of the shear modulus and damping curves are Figures Qi 9-22 and Q19-23, attached, from PG&E, 1989, Response to NRC Question 19 dated December 13, 1988, and can be so referenced.
Regarding format of calculations, please observe the following:
PAGE 320 Fo 81
- t2fflfm.doc:rw:10t25/01
Faiz Makcdisi Input parameters for calculations GEO.DCPP.o1. 3 0 REVISION j Contents of CD-ROMs attached to calculations should be listed in the calculation, including title, size, and date saved associated with each file on the CD-ROM. If the number of-files is considerable, a simple screen dump of the CD-ROM contents is sufficient.
If you have any questions regarding the above, please call me.
IC-ROBERT K. WHITE Attachments PAGE 3 o OF 81
GEO.DCPP.01. 00 0 REVISION I ATTACHMENT 7 PAGE 34 Op 81
Pacific Gas and Electric Company Geosciencos 245 Market Street, Room 41.B Mail Code N4C P.O. Box 770000 San Francisco, CA 94177 415/973-2792 Fax 415/973-58 GEO.DCPP.01. 3 0 REVISION 1 DR. FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 October 31, 2001 Re: Confirmation of preliminary inputs to calculations for DCPP ISFSI site DR. MAKDISI:
A number of inputs to calculations for the DCPP ISFSI slope stability analyses have been provided to you in a preliminary fashion. This letter provides confirmation of those inputs in a formal transmittal. A description of the preliminary inputs and their formal confirmation follow.
Letter to Faiz Makdisl from Rob White dated June 24, 2001.
Subject:
Recommended rock strength design parameters for DCPP ISFSI site slope stability analyses.
This letter recommended using * =50 degrees for the preliminary rock strength envelope in your stability analyses, and indicated that this value would be confirmed once calculations had been finazed and approved. Calculations GEO.DCPP.01.16, rev. 0, and GEO.DCPP.01.19, rev. 0, are approved and this recommended value is confirmed.
Letter to Faiz Makdlsi from Rob White dated September 28,2001.
Subject:
Confirmation of transmittal of inputs for DCPP ISFSI slope stability analyses.
This letter provided confirmation of transmittal of cross section I-I' and time histories, and indicated that these preliminary inputs would be confirmed once calculations had been approved. Calculation GEO.DCPP.01.21, rev. 0, is approved and section I-I' as described in the September 28 letter is confirmed. A copy of the figure from the approved calculation is attached. Calculations GEO.DCPP.01.13, rev. 1, and GEO.DCPP.0 1.14, rev. 1, are both approved and time histories as described in the September 28 letter are confirmed. A CD of the time histories from the approved calculations is attached.
PAGE 3O F81 page 1 of 2 kr2W.doc:rkw:10/31/01 si4.
Faiz Makisi Confirmation of preliminary inputs to calculations for DCPP ISFSI site GEO.DCPP.01. t 0 REVISION I Email to Faiz Makdisi from Joseph Sun dated October 24, 2001.
Subject:
Ground motion parameters for back calculations.
This email provided input for a back calculation to assess conservatism in clay bed properties in the slope. Inputs included maximum displacement per event of 4 inches and a factor of 1.6 with which to multiply ground motions for use in the back calculation analysis. This letter confirms those input values, with the following limitation: these values have not been developed under an approved calculation, therefore should not be used to directly determine clay bed properties for use in forward analyses, but may be used for comparative purposes only, to assess the level of conservatism in those clay bed properties determined in approved calculations Letter to Faiz Makdisi from Jeff Bachhuber dated October 10i 2001.
Subject:
Transmittal of Revised Rock Mass Failure Models - DCPP ISFSI Project This letter provided you with figures indicating potential rock mass failure models as superimposed on section I-I'. This letter confirms PG&E approval to use these models in your analyses. These figures are labeled drafts and are currently being finalized in a revision to Calculation GEO.DCPP.01.21. Once this revision and the included figures have been approved, I will inform you in writing of their status.
ROBERT K. WHITE Attachments PAGE 3 3 OF 81 page 2 of 2
?fIlqr
ATTACEMET 8
Page 1 of 52 GEO.DCPP.01.30, Rev. 3 LIST OF FILES FOR GEO.DCPP.01.30 REVISION 3 FILE NAME DESCRIPTION LINK README 30.DOC README file Subdirectory. DEFORMP files DEFORMP.EXE program_
SETiEE.XLS rotated earthquake motion SETIEE.PRN ASCII from EXCEL/input for SETIEEXLS DEFORMP EESETI?.1NP SETILL.XLS rotated earthquake motion SETILL.PRN ASCII from EXCEL/Input for SETILLXLS DEFORMP LLSET1 ?.INP SET2EE.XLS rotated earthquake motion SET2EE.PRN ASCII from EXCEL/Input for SET2EEXLS DEFORMP EESET2?.INP SET2LLXLS rotated earthquake motion SET2LL.PRN ASCII from EXCEL/Input for SET2LL.XLS DEFORMP LLSET2?.INP SET3EE.XLS rotated earthquake motion SET3EE.PRN ASCII from EXCEL/Input for SET3EE.XLS DEFORMP EESET3?.INP SET3LLXLS rotated earthquake motion SET3LL.PRN ASCII from EXCEL/Input for SET3LL.XLS DEFORMP LLSET3?.INP SET5EEXLS rotated earthquake motion SET5EE.PRN ASCII from EXCEL/input for SET5EE.XLS DEFORMP EESET5?.INP SET5LLXLS rotated earthquake motion SET5LL.PRN ASCII from EXCEL/input for SETSLL.XLS DEFORMP LLSET5?.INP SET5MM.XLS rotated earthquake motion SET6EEXLS rotated earthquake motion SET6EE.PRN ASCII from EXCEL/input for SET6EE.XLS DEFORMP EESET6?.INP SET6LL.XLS rotated earthquake motion SET6LL.PRN ASCII from EXCEL/input for SET6LLXLS DEFORMP
_LLSET6?.1NP SET6MMXLS rotated earthquake motion EESET1N.INP input for DEFORMP EESET1NDAT output from DEFORMP EESETIN.INP EESET1 P.INP Input for DEFORMP EESETiP.DAT output from DEFORMP EESETiP.INP nESET2NJNP Input for DEFORMPI EESET2N.DAT output from DEFORMP EESET2N.INP EESET2P.INP Input for DEFORMP EESET2P.DAT output from DEFORMP EESET2P.INP EESET3N.INP Input for DEFORMP_
EESET3N.DAT output from DEFORMP EESET3N.INP
Page 2 of 52 GEODCPP.01.30, Rev. 3 LIST OF FILES FOR GEO.DCPP.01.30 REVISION 3 FILE NAME DESCRIPTION LINK iESET3P.INP lInput for DEFORMP EESET3P.DAT output from DEFORMP EESET3P.INP EESET5N.INP Input for DEFORMP EESET5N.DAT output from DEFORMP EESET5N.INP EESET5P.INP Input for DEFORMP EESET5P.DAT output from DEFORMP EESET5P.INP EESET6N.INP Input for DEFORMP EESET6N.DAT output from DEFORMP EESET6N.INP EESET6P.INP input for DEFORMP EESET6P.DAT output from DEFORMP EESET6P.INP LLSETlN.INP Input for DEFORMP LLSETIN.DAT output from DEFORMP LLSETIN.INP LLSET1P.INP Input for DEFORMP LLSETIP.DAT output from DEFORMP LLSETIP.INP LLSET2N.INP Input for DEFORMP LLSET2N.DAT output from DEFORMP LLSET2N.INP LLSET2P.INP input for DEFORMP LLSET2P.DAT output from DEFORMP LLSET2P.INP LLSET3N.INP Input for DEFORMP LLSET3N.DAT output from DEFORMP LLSET3N.INP LL-SET3P.INP Input for DEFORMP LLSET3P.DAT output from DEFORMP LLSET3P.INP LLSET5N.INP Input for DEFORMP LLSET5N.DAT output from DEFORMP LLSET5N.INP LLSET5P.INP Input for DEFORMP LLSET5P.DAT output from DEFORMP LLSET5P.INP LLSET6N.INP Input for DEFORMP LLSET6N.DAT output from DEFORMP LLSET6N.INP LLSET6P.INP Input for DEFORMP LLSET6P.DAT output from DEFORMP LLSET6P.INP EES5CL.INP Input for DEFORMP EE5SMC00.QSC Input for DEFORMP EES5CL.INP EE5SMC00.DAT output from DEFORMP EES5CL.INP EES6CL.INP input for DEFORMP EE6SMC00.QSC Input for DEFORMP EES6CL.INP EE6SMC00.DAT output from DEFORMP EES6CL.INP LLS5CL.INP Input for DEFORMP LL5SMC00.QSC input for DEFORMP LLS5CL.INP LL5SMCOO.DAT output from DEFORMP LLS5CL.INP LLS6CL.INP Input for DEFORMP LL6SMC00.QSC input for DEFORMP LLS6CL.INP LL6SMC00.DAT output from DEFORMP LLS6CL.INP DCMMS5.INP Input for DEFORMP DCMMS5.QSC Input for DEFORMP DCMMS5.INP DCMMS5.DAT output from DEFORMiP DCMMS5.INP DCMMS6.INP Input for DEFORMP DCMMS6.QSC input for DEFORMP DCMMS6.INP DCMMS6.DAT output from DEFORMP DCMMS6.INP
Page 3 of 52 GEO.DCPP.01.30, Rev. 3 SETlER EXLS with fling FP posfflve to south,E-E' positive up-sklpe 338-180 35 DP-EE=123 deg rad sin 123 2.146753167 0.838672 NPTS =
DTa Tine (sec) 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060 0.065 0.070 0.075 0.080 0.085 0.090 0.095 0.100 0.105 0.110 0.115 0.120 0.125 0.130 0.135 0.140 0.145 0.150 0.155 0.160 0.165 0.170 0.175 0.180 0.185 0.190 0.195 0200 0205 0.210 9625 0.005 FN Fauit Normal 0.0007405 0.0007466 0.0007380 0.0007441 0.0007355 0.0007415 0.0007328 0.0007388 0.0007299 0.0007359 0.0007269 0.0007329 0.0007238 0.0007298 0.0007206 0.0007267 0.0007173 0.0007235 0.0007140 0.0007202 0.0007107 0.0007171 0.0007076 0.0007145 0.0007052 0.0007129 0.0007042 0.0007131 0.0007056 0.0007162 0.0007105 0.0007240 0.0007213 0.0007388 0.0007392 0.0007594 0.0007621 0.0007852 0.0007920 0.0008226 0.0008397 0.0008833 0.0009121 FP.tiing E-4 (4 rotate)
E-e (with -FN)
Fault Parallel
-0.000585 9.251991E-04
-3.168063E-04
-0.0005585 9.303486E-04
-3.219558E-04 4.0005616 9.248114E-04
-3.131181E-04
-0.0005656 9.321193E-04
-3.160253E-04 0.0005727 9.287153E-04
-3.049202E-04 0.0005787 9.376315E-04
-3.061352E-04
-0.0005858 9.335936E-04
-2.954963E44
-0.0005878 9.397258E-04
-2.994282E04
-0.0005858 9.311950E204
-2.930977E204
-. 0005808 9.334347E244
-3.008382E-04
-0.0005747 9.226197E-04
-2.966242E-04 4.0005876 9.238011E404
-3.055069E-04 0.0005608 9.123354E-04
-3.017423E44 40.0005515 9.124251E-04
-3.117335E44
-0.0005393 8.980999E-04
-3.106103E44
-0.0005212 8.932807E44
-3.255942E204
-4.0004949 8.711118E-04
-3.320296E44
-0.0004575 8.559249E-04
-3.S75489E44 4.0004070 B204701E-04
-3.771025E44 0.0003424 7.905065E04
-4.175496E-04 4.0002666 7.412325E-04
-4.507882E204 4.0001919 7.059357E-04
-4.969038E-04 4.0001303 6.643797E-04
-5.2245802E-4 4.0000990 6.530971 E-04
-5.452807E44
-0.0001020 6.469729E-04
-5.358559E44
-0.0001384 6.732085E-04
-5.224855E-04
-0.0001990 6.989674E-04
-4.822344E-04
-0.0002707 7.454540E244
-4.506090E-04
-0.0003384 7.760364E-04
-4.074802E44 4.0003828 8.091216E-04
-3.921580244 4.0003878 8.071167E-04
-3.846523E44 0.0003454 7.952933E-04
-4.190360244
-0.0002545 7.435801E-04
-4.663378E44
-0.0001263 6.881949E-04
-5.506739E-04 0.0000253 6.061939E-04
-6.336981E44 0.0001828 5.373472E-04
-7.364775E44 0.0003151 4.675338E-04
-8.107862E44 0.0003878 4.472591E-04
-8.697236E44 0.0003909 4.513286E-04
-8.770936E824 0.0003434 5.028962E-04
-8.769533E-04 0.0002717 5.562935E-04
-8.522386E44 0.0002101 6263476E-04
-8.551825E-04 0.0001939 6.5936982E44
-8.706020E-04 LINES SKIPPED------
I
Page 4 of 52 GEODCPP.01.30, Rev. 3 BETILL.*XLS S&1: urammft~
AwlomThmHAOUS with fling FP posiltve to south,L-L' positive up-slope 338-180 67 DP-LL9g1 deg rad sin 91 1.588248278 0.999848 NPTS =
DT z Tlme (sec) 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060 0.065 0.070 0.075 0.080 0.085 0.090 0.095 O.100 0.105 0.110 0.115 0.120 0.125 0.130 0.135 0.140 0.145 0.150 0.1S5 0.160 0.165 0.170 0.175 0.180 0.185 0.190 0.195 0200 0205 0210 9625 0.005 FN Fautt Normal 0.0007405 0.0007466 0.0007380 0.0007441 0.0007355 0.0007415 0.0007328 0.0007388 0.0007299 0.0007359 0.0007269 0.0007329 0.0007238 0.0007298 0.0007206 0.0007267 0.0007173 0.0007235 0.0007140 0.0007202 0.0007107 0.0007171 0.0007076 0.0007145 0.0007052 0.0007129 0.0007042 0.0007131 0.0007056 0.0007162 0.0007105 0.0007240 0.0007213 0.0007386 0.0007392 0.0007594 0.0007621 0.0007852 0.0007920 0.0008226 0.0008397 0.0008833 0.0009121 4
FPflmg L-L' (* rolate)
L-L' (Wth -FN)
Fault Parallel 0.0005585 7.500942E-4
-7.306003E-04
-0.0005585 7.652333E-04
-7.367394E-04
.0.0005616 7A77174E-04
-7.28117SE-04
.0.0005656 7.538770E-04
-7.341364E-04 40.0005727 7A53517E-04
-7.253643E-04
.0.0005797 7.515142E-04
-7.3128OOE-04
.0.000585 7A28712E-04
-7.2242566E04
.0.0005878 7A8905E-04
-7283894E-04 0.0005858 7.400117E-04
-7.19566E0-04 4.OOOB8 7A58726E-04
-7256O32E604
.0.0005747 7.368083E.04
-7.167504E-04
.0.0005676 7.42640E-04
-7.22872SE-04
.0.0005606 7.334820E04
-7.139176E-04 0.0005515 7.393324E404
-7.2ODs3E-04 40.0005393 7299123E-04
-7.11O062E-04
-0.0005212 7.356541 E.04
-7.174645E604
-Q.0004949 7.258173E-04
-7.085442E-04
.0.0004575 7.313242E-4
-7.153554E-04
.0.0004070 7209644E-04
-7.067582E-04
.0.0003424 7.2608%4E-04
-7.141353E-04
-0.0002666 7.152049E-04
-7.058986E-04
.0.0001919 7.203497E-04
-7.13651SE904
.0.0001303 7.097359E4
-7.05188s6E-04
-0.0000990 7.160685E-04
-7.126139E-04
-0.0001020 7.06852SE-04
-7.032924E-04
-0.0001384 7.151562E-04
-7.103267E-04
-0.0001990 7.075750E-04
-7.006305E-04
.0.0002707 7.176851 E-04
-7.08237SE-04
-0.0003384 7.113871E-04 4.995780E-04
-0.0003828 7.227510E-04
- 7.09390SE-04
-0.0003878 7.171700E-04
-7.036336E-04
.0.0003454 7.298777E-04
-7.17821SE-04
-0.0002545 7.25661sE-04
-7.167785E-04
-0.0001263 7.40607E-04
-7.362743E-04 0.0000253 7.38646sE-04
-7.395281E-04 0.0001828 7.561241 E-04
-7.625046E-04 0.0003151 7.5644sE-04
-7.674931E-04 0.003878 7.782722E-04
-7.918087E-04 0.0003909 7.50383E-04
.7.98680SE-04 0.0003434 8.165220E-04
-8.285074E-04 0.0002717 8.348708E-04
-8.443534E-04 0.0002101 8.794594E-04
-8.867916E-04 0.0001939 9.086170E-04
-9.15382E-04 LTXIS SKIPPED ----------
Page S of 52 GEODCPP.01.30, Rev. 3 SZT2EE.ZLS Gd~
dmd Hdc Yarlmca (rotated to FN, FP)
NPTS.8000 DT r 0.005 FN Time (sec)
Fault Normal 0.000
-0.001245 0.005 0.001227 0.010
-0.001226 0.015
-0.001208 0.020
-0.001208 0.025
-0.001191 0.030 4.001191 0.035 4.001174 0.040
-0.001175 0.045
-0.001159 0.050 4.001181 0.055
-0.001146 0.060
-0.001149 0.065
-0.001134 0.070
-0.001138 0.075
-0.001124 0.080
-0.001129 0.085 4.001116 0.090 4.001122 0.095 4.001111 0.100
-0.001118 0.105 4.001108 0.110 4.001117 0.115
-0.001108 0.120 4.001119 0.125 4.001112 0.130 4.001125 0.135
-0.001119 0.140
-0.001134 0.145
-0.001130 0.150
-0.001147 0.155
-0.001144 0.160
-0.001163 0.165
-0.001161 0.170
-0.001182 0.175 4.001179 0.180
-0.001201 0.185
-0.001198 0.190 4.001220 0.195 4.001214 0.200 4.001235 0205 4.001226 0.210 4.001244 FP-EE=123 deg rad 123 2.146753167 FP(par., ling)
E-E Fault Parallel 0.007720 0.007686 0.007651 0.007618 0.007584 0.007551 0.007518 0.007486 0.007454 0.007423 0.007392 0.007362 0.007332 0.007304 0.007275 0.007249 0.007222 0.007198 0.007173 0.007152 0.007130 0.007113 0.007095 0.007082 0.007069 0.007061 0.007055 0.007054 0.007054 0.007061 0.007071 0.007089 0.007110 0.007141 0.007176 0.007222 0.007274 0.007339 0.007413 0.007501 0.007600 0.007717 0.007848
-' (4 rotate)
E-E' (v.th -FN)
-5.248704E-03
-3.160412E-03
-6.215032E403
-3.157267E-03
-5.194964E-03
-3.139044E43
-5.162191E-03
-3.135793E-03
-5.143080E-03
-3.117520E43
-5.111263E-03
-3.114219E43
-6.093135E-03
-3.095755E43
-5.062191E-03
-3.092487E43
-5.045161E-03
-3.073947E-03
-5.015313E403
-3.070602E-03
-4.999520E-03
-3.051957E43
-4.970883E-03
-3.048648E403
-4.956383E-03
-3.029955E403
-4.929126E-03
-3.026851E-03
-4.916399E-03
-3.008086E-03
-4.890719E-03
-3.005218E-03
-4.879991E43
-2.986606E203
.4.856282E43
-2.984032E-03
-4.847947E203
-2.965632E-03
.4.826690E-03
-2.963665E-03
-4.821312E-03
-2945707E-03
-4.803044E43
-2.944716E-03
-4.801188E-03
-2.927428E-03
-4.786446E-03
-2.927782E-03
-4.788986E43
-2.911535E-03
.4.778307E43
-2.913604E-03
-4.785752E-03
-2.898909E43
-4.780040E43
-2.903261E43
-4.793269E43
-2.890826E43
-4.793403E-03
-2.898508E-03
-4.813517E-03
-2.889269E43
-4.820209E-03
-2.901496E43
.4.848204E-03
-2.896951E43
-4.862534E-03
-2.915474E-03
-4.899434E43
-Z917317E43
-4.922427E-03
-2.944169E-03
-4.969371E-03 2.954547E43
-5.001892E-3
-2.992603E43
-6.060278E-03 4.014422E43
-5.103809E-03 3.066843E43
-5.175038E43
-3.103687E43 5.231070E-03
-3.174647E43
-6.317565E-03
-3.231118E43
-LZES SKIPPED ----------
Page 6 of 52 GEODCPP.0130, Rev. 3 SBT2sLL.ZLS nasmTh estaim Yarlmca (rotated to FN, FP)
NPTS =8000 DT = 0.005 FP-LL91 deg rad 91 1.588248278 Time (see) 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060 0.065 0.070 0.075 0.080 0.085 0.090 0.095 0.100 0.105 0.110 0.115 0.120 0.125 0.130 0.135 0.140 0.145 0.150 0.155 0.160 0.165 0.170 0.175 0.180 0.185 0.190 0.195 0200 0205 0210 FN Fault Normal
-0.001245
- 0.001227
-0.001226
-0.001208
.0.001208
.0.001191
-0.001191
-0.001174
-0.001175
-0.001159
.0.001161
-0.001146
-0.001149
.0.001134
-0.001138
.0.001124
-0.001129
-0.001116
-0.001122
-0.001111
.0.001118
-0.001108
-0.001117
-0.001108
.0.001119
-0.001112
-0.001125
-0.001119
-0.001134
-0.001130
-0.001147
-0.001144
-0.001163
-0.001161
-0.001182
-0.001179
-0.001201
-0.001198
- 0.001220
.0.001214
-0.001235
-0.001226
-0.001244 FP(par., ffing)
L-L (4 rotate)
Faslt Paraflel 0.007720
-1.379531 E-03 0.007686
-1.360744E-03 0.007651
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Page 7 of 52 GEO.DCPP.01.30, Rev. 3 SET3ZE *fL~S AmTw~cMnH~ck NPTS DT Time (sec) 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060 0.065 0.070 0.075 0.080 0.085 0.090 0.095 0.100 0.105 0.110 0.115 0.120 0.125 0.130 0.135 0.140 0.145 0.150 0.155 0.160 0.165 0.170 0.175 0.180 0.185 0.190 0.195 0.200 0.205 0.210 with fang FP-EE deg rad 2.146753167 4391 0
123 0.005 FN FP(pr., fling) e-e(4 rotate)
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-1.606601E-03 0.0018992 0.0000192 1.582353E-03
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-0.0005750
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S SKIPPED ----------
Page 8 of 52 GEO.DCPP.01.30, Rev. 3 Attacbment 8 SET3LL.X LS semupc NPTS DT z Thie (sac) 0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060 0.065 0.070 0.075 0.080 0.085 0.090 0.095 0.100 0.105 0.110 0.115 0.120 0.125 0.130 0.135
.140 0.145 0.150 0.155 0.160 0.165 0.170 0.175 0.180 0.185 0.190 0.195 0.200 0.205 0.210 wfth ffing 4391 0.005 FN Fault Normal 0.0019045 0.0018992 0.0018916 0.0018890 0.0018842 0.0018846 0.0018828 0.0018864 0.0018879 0.0018949 0.0018999 0.0019105 0.0019191 0.0019330 0.0019445 0.0019603 0.0019727 0.0019873 0.0019954 0.0020012 0.0019942 0.0019756 0.0019321 0.0018593 0.0017377 0.0015520 0.0012705 0.0008608 0.0002682
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L-L(+ rotate)
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Page 9 of 52 GEODCPP.01.30, Rev. 3 SETSEE.XLS iEiftf w
ng FP-EE=123 Aw&azknumHdat deg rad NPTS =
4000 123 2.146753167 DT=
0.010 FN FP E-E'(f rotate)
E-E wlth -FN lime (sec)
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-L S SKIPPED ----------
Page 10 of 52 GEO.DCPP.0130, Rev. 3 BET5LL.XaS s:& E 03rtro NPTS e DT =
Time (sec) 0.000 0.010 0.020 0.030 0.040 0.050 0.060 0.070 0.080 0.090 0.100 0.110 0.120 0.130 0.140 0.150 0.160 0.170 0.180 0.190 0200 0210 0220 0230 0240 0250 0260 0270 0280 0290 0.300 0.310 0.320 0.330 0.340 0.350 0.360 0.370 0.380 0.390 0.400 0.410 0.420 wrth flnig FP-LLw91 deg rad E1 t.588248278 4000 0.010 FN FP L-L' R otate)
L-L with -FN Fault Normal Fault Parallelflling
-0.0026956 0.0018180 4.0026859 0.0032331
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Page 11 of 52 GEO.DCPP.0130, Rev. 3 SET5MK.ZLS SetS: El Centro with fling Acceleration Time Histories FP-MM'=100 deg red 100 1.745327778 NPTS=
DT =
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-9.506875E-03 0.0049291 0.0746148
-8.102398E-03 0.0089773 0.0721844
-3.693666E-03 0.0146650 0.0699841 2289701E-03 0.0194580 0.0698739 7.029015E-03 0.0210520 0.0714485 8.325381E-03 0.0190370 0.0726945 6.124633E-03 0.0142240 0.0723661 1.441765E-03 M-M' with -FN 2.338959E-03 2.083670E-03 I.825706E-03 I.5 891E-03 I1.306567E-03 1.045756E-03 7.921493E-04 5.579841E-04 3.43216BE-04 I 1=1128E-04
-1.069640E-04
-3.7'74762E-04
-6.743950E-04
-9.700638E-04
-1.2481 19OE-03
-1.621115E-03
-1.807977E-03
-2.1 35920E-03
-2A498034E-03
-2.844342E-03
-3.143237E-03
-3.379087E-03
-3.575267E-03
-3.76708111E-03
-4.024639E-03
-4A468702E-03
-5.21 1645E-03
-6.331458E-03
-7.797699E-03
-9.559523E-03
-1.164044E-02
-1.38952E-02
-1.5831 15E-02
-1.680960E-02
-1.675138E-02
-1.658686E-02
-1.781083E-02
-2.137550E-02
-2.659472E-02
-3.129577E-02
-3.313898E-02
-3.137095E-02
-2.657405E-02 LINES SKIZPPED------
Page 12 of 52 GEO.DCPP.01.30, Rev. 3 SET6EE.
LS Sd.Avg~mh~
FP-EE=123 deg rad 123 2.146753167 NPTS a DT' 7989 0.005 FN FP E-E (4 rotate)
E-E with -FN Time (sec) 0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08 0.085 0.09 0.095 0.1 0.105 0.11 0.115 0.12 0.125 0.13 0.135 0.14 0.145 0.15 0.155 0.16 0.165 0.17 0.175 0.18 0.185 0.19 0.195 0.2 0.205 0.21 Fault Normal Fault Paraflel,fling 0.0003884 0.0012847 0.0003895 0.0012827 0.0003896 0.0012817 0.0003919 0.0012817 0.0003934 0.0012827 0.0003970 0.0012837 0.0003998 0.0012867 0.0004050 0.0012898 0.0004096 0.0012938 0.0004167 0.0012999 0.0004235 0.0013069 0.0004334 0.0013150 0.0004437 0.0013241 0.0004581 0.0013342 0.0004740 0.0013453 0.0004956 0.0013585 0.0005207 0.0013716 0.0005538 0.0013867 0.0005933 0.0014019 0.0006440 0.0014180 0.0007050 0.0014352 0.0007813 0.0014524 0.0008729 0.0014696 0.0009853 0.0014867 0.0011182 0.0015049 0.0012779 0.0015221 0.0014645 0.0015382 0.0016841 0.0015534 0.0019361 0.0015675 0.0022257 0.0015796 0.0025523 0.0015897 0.0029217 0.0015968 0.0033316 0.0015998 0.0037835 0.0015978 0.0042749 0.0015928 0.0048091 0.0015807 0.0053765 0.0015645 0.0059700 0.0015403 0.0065813 0.0015089 0.0072144 0.0014685 0.0078687 0.0014191 0.0085457 0.0013605 0.0092267 0.0012908
-3739331E-04
-1.025480E-03 4.719440E-04
-1.025269E-03
-712932E04
-1.024820E-03
-3.693475E-04
-1.026765E-03
-3.687067E-04
-1.028506E-03
-3.661705E-04
-1.032143E-03
-3.654808E-04
-1.036133E-03
-3.627616E-04
-1.042153E-03
-3.61179SE-04
-1.048135E-03
-3.585003E-04
-1.057416E-03
-3.566563E-04
-1.066961 E-03
-3.527290E-04
-1.079689E-03
-3.490079E-04
-1.093312E-03
-3.424822E04
-1.110839E-03
-3.351730E-04
-1.130250E-03
-3.242340E 04
-1.155492E-03
-3.102925E-04
-1.183735E-03
-2.908005E-04
-1.219730E-03
-2.65974SE-4
-1.261058E-03
-2.321965E-04
-1.312439E-03
-1.904477E204
-1.372891E-03
-1.357498E-04
-1.446291E-03
-6.632082E-05
-1.532423E-03 1.664476E-05
-1.636092E-03 1.181775E404
-1.757428E-03 2A27620E-04
-1.900715E-03 3.904567E-04
-L066012E-03 5.663777E-04
-2.258436E-03 7.700218E-04
-2.477482E-03 1.006300E-03
-2.726962E-03 1.274709E-M
-3.006373E-03 1.580664E-03
-3.3200292-03 1.922785E-03
-3.665451E-03 2.302881E-03
-4.043347E-03 2.717755E-03
-4.4527192-03 3.172374E-03
-4.94137E-03 3.657038E03
-5.361198E-03 4.167991E-03
-5.845747E-03 4.697724E-03
-6.341374E-03 5.250690E-03 46.850334E-03 5.826387E-03
-7.372123E-03 6A26073E-M
-7.907999E203 7.035164E-03
-8.441178E-03 LnM~S SKIZPPED------
Page 13 of 52 GEODCPP.01.30, Rev. 3 SET6LL.
iS SoM &rgap Ahe~nmHoiti FP-LLi41 deg rad 91 1.588248278 NPTS =
DT r 7989 0.005 FN 4
FP L-L'( rotate)
L-with -FN Time (sec) 0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08 0.085 0.09 0.095 0.1 0.105 0.11 0.115 0.12 0.125 0.13 0.135 0.14 0.145 0.15 0.155 0.16 0.165 0.17 0.175 0.18 0.185 0.19 0.195 02 0205 0.21 Fault Normal Fault Paraflefling 0.0003884 0.0012847 0.0003895 0.0012827 0.0003896 0.0012817 0.0003919 0.0012817 0.0003934 0.0012827 0.0003970 0.0012837 0.0003998 0.0012867 0.0004050 0.0012898 0.0004096 0.0012938 0.0004167 0.0012999 0.0004235 0.0013069 0.0004334 0.0013150 0.0004437 0.0013241 0.0004581 0.0013342 0.0004740 0.0013453 0.0004956 0.0013585 0.0005207 0.0013716 0.0005538 0.0013867 0.0005933 0.0014019 0.0006440 0.0014180 0.0007050 0.0014352 0.0007813 0.0014524 0.0008729 0.0014696 0.0009853 0.0014867 0.0011182 0.0015049 0.0012779 0.0015221 0.0014645 0.0015382 0.0016841 0.0015534 0.0019361 0.0015675 0.0022257 0.0015796 0.0025523 0.0015897 0.0029217 0.0015968 0.0033316 0.0015998 0.0037835 0.0015978 0.0042749 0.0015928 0.0048091 0.0015807 0.0063765 0.0015645 0.0059700 0.0015403 0.0065813 0.0015089 0.0072144 0.0014685 0.0078687 0.0014191 0.0085457 0.0013605 0.0092267 0.0012908 3.659611E-04
-4.108006E-04 3.670562E-04
-4.118252E-04 3.671938E204
-4.119275E-04 3.695135E-04
-4.142472E-04 3.709156E-04
-4.156846E-04 3.745774E-04
-4.193816E-04 3.M7141E-04
-4222241E-04 3.824705E-04
-4.274862E-04 3.869093E-04
-4.320660E-04 3.939324E-04
-4.393007E-04 4.005980.E04
-4.462130E-04 4.103855E-04 4562825E-04 4.20553E-04
-4.667796E-04 4.347269E-04
-4.812936E-04 454606E-04
-4.974151E-04 4.717981E-04
-5.192109E-04 4.967152E-04
-GA45862E-04 5.295257E-04
-5.779256E-04 5.686954E-04
-6.176240E-04 6.191756E804
-6.686682E-04 6.797967E-04
-7298886E-04 7.558554E-04
-8.065466E-04 8.470919E-04
-8f83823E-04 9.592351E-04
-1.011125E-03 1.091768E-03
-1.144292E-03 1251144E-03
-1.304267E-03 1.37433E-03
-1.491121E-03 1.656735E-03
-1.710952E-03 1.908450E-03
-1.963160E-03 2.197795E-03
-2.252927E-03 2.524169E-03
-2.579654E203 2.893389E-03
-2.949121E-03 3.303174E-3
-3.359012E-03 3.755040E-03
-3.810808E-03 4.246453E-03
-4.302045E-03 4.780784E-03
-4.835952E-03 5.348379E-03
-5.402983E-03 5.942212E-03
-5.995970E-03 6.553965E-03
-6.606630E.03 7.187674E-03
-7.238929E-03 7.842738E-03
-7.892266E-03 8.520657E-03
-8.568140E203 9.202769E-03
-9.247820E203 LINES SKIPPED ----------
Page 14 of 52 GEO.DCPP.01.30, Rev. 3 SET6MM. ILS Set6: Saratoga Acceleration Time Hlstories FP-MM-100 deg rad 100 1.745327778 NPTS =
DT=
7989 0.005 FN FP M-M(O rotate)
M-M' with -FN Time (sec) 0 0.005 0.01 0.015 0.02 0.025 0.03 0.035 0.04 0.045 0.05 0.055 0.06 0.065 0.07 0.075 0.08 0.085 0.09 0.095 0.1 0.105 0.11 0.115 0.12 0.125 0.13 0.135 0.14 0.145 0.15 0.155 0.16 0.165 0.17 0.175 0.18 0.185 0.19 0.195 02 0.205 0.21 Fault Normal Fault Parallel,fling 0.0003884 0.0012847 0.0003895 0.0012827 0.0003896 0.0012817 0.0003919 0.0012817 0.0003934 0.0012827 0.0003970 0.0012837 0.0003998 0.0012867 0.0004050 0.0012898 0.0004096 0.0012938 0.0004167 0.0012999 0.0004235 0.0013069 0.0004334 0.0013150 0.0004437 0.0013241 0.0004581 0.0013342 0.0004740 0.0013453 0.0004956 0.0013585 0.00052Q7 0.0013716 0.0005538 0.0013867 0.0005933 0.0014019 0.0006440 0.0014180 0.0007050 0.0014352 0.0007813 0.0014524 0.0008729 0.0014696 0.0009853 O.W14867 0.0011182 0.0015049 0.0012779 0.0015221 0.0014645 0.0015382 0.0016841 0.0015534 0.0019361 0.0015675 0.0022257 0.0015796 0.0025523 0.0015897 0.0029217 0.0015968 0.0033316 0.0015998 0.0037835 0.0015978 0.0042749 0.0015928 0.0048091 0.0015807 0.0053765 0.0015645 O.0059700 0.0015403 0.0065813 0.0015089 0.0072144 0.0014685 0.0078687 0.0014191 0.0085457 0.0013605 0.0092267 0.0012908 1.594514E-04
-6.056262E-04 1.608461 E-04
-6.063194E-04 1.611396E-04
-6.062622E-04 1.634244E-04
-6.085469E-04 1.646474E-04
-6.101207E-04 1.680961 E-04
-6.139202E-04 1.703176E-04
-6.171940E-04 1.749223E-04
-622851 OE-04 1.786622E-04
-6.279940E-04 1.846316E-04
-6.360680E-04 1.900908E-04
-6.439825E-04 1.984669E-04
-6.551647E-04 2.070713E-04
-6.669261E-04 2.194397E-04
-6.828021E-04 2.331984E-04
-7.004193E-04 2.521608E-04
-7.239415E-04 2.746487E-04
-7.509895E-04 3.045954E-04
-7.861976E-04 3A08055E-04
-8.276692E-04 3.879981 E-04
-8.804741E-04 4.450209E-04
-9.434599E-04 5.172492E-04
-1.021651E-03 6.044268E-04
-1.114792E-03 7.121968E-04
-1.228525E-03 8.398914E-04
-1.362533E-03 9.941837E-04
-1.522789E-03 1.175143E-03
-1.709360E-03 1.388776E-03
-1.928255E-03 1.634492E-03
-2.178882E-03 1.917588E-03
-2.466186E-03 2.237472E-03
-2.789579E-03 2.600033E-03
-3.154594E-03 3.003179E-03
-3.558793E-03 3.448565E-03
-4.003477E-03 3.933376E-03
-4.486535E-03 4.461565E-03
-5.010515E-03 5.023152E-03
-5.566489E-03 5.61 1844E-03
-6.146763E-03 6.219294E-03
-6.743339E-03 6.849792E-03
-7.359806E-03 7.502745E-03
-7.995572E-03 8.179633E-03
-8.6521 15E-03 8.862388E-03
-9.310668E-03
LINES IPPED ----------
Page 15 of 52 GEO.DCPP.01.30, Rev. 3 E8SET1N. TNP ZEsZTIU.dat
- tl8Z.pr 7,9625,0.005,5,0. 03,1. 0 1t63,113.6) setlZRprn 7,9625,0.005,5.0.04,l.0 (t63,Ilel.6) setlZR.prn 7,9625,0.005,S,0.05,1.0 (t63,1*13.6) satIZ.prn 7,625,0.00.5,0. 06,1.0 (t63,1213.6) setlZZ.prn 7,3625,0.005,0.
07,1.0 (t63,113.9)
.tlB
.pr=
7,625,0. 005,5, 0.0,1.0 t63,1.13.6) otlS3.prn 7,3625,0.005.5,0.03,1.0 Ct63,1613.6) astRi.p.r 7,3629,0.005,5,0.10,L.0 (t63,1013.6) setln.prn 7,3625,0. 00,5,0.11,1.0 Wt63,1*13.6) etIi
.prn 7,3625,0.005,5,0.12,1.0 (t63,1013.6) estl].pr=
7,625,0. 005,5,0. 13,1.0 (t63,1*13.6)
- etum.prn 7,625,0. 005,0.
14,1. 0 (t63,1213.6) setl=Z.prn 7,9625,0.005,5,0.15,1.0 (t63,1*13.6) sotlR.prn 7,9625,0.005,5,0.16,1.0 (t63,1.13.6) wetlZZ.prn 7,3625.0.005,5,0.17,1.0 (t63. 113.6) s*t1Z.prn 7,625,0.005,5,0.16,1.0 (t63,1e13.6)
- etllZ.prn 7,9625,0.005,5,0. 19,1.0 Ct63,1s13.6) setl]Z.prn 7,625,0.005,5,0. 2,1.0 (t63,1023.6) etl=. prn 7,3625,0.005,S,0.25,1.0 (t63,1013.6) setfln.pra 7,3625,0.00,5,0.32,1.0 (t63, 113 6) vstIn.prn 7,
625,0.003,,. 0.4.1.0 (t63,1013.6) aetl=.prn 7,3625,0.005,5,0. 5,1.0 (ts3,113.6)
GtlB3pr1 7,625,0.005,5,0.9,1.0 (t63,113.6) setuZZ.prn 7,625,0.005,5,0.7,1.0 (t63,1.13.6)
- e
.prm 7,3625,0.005,5,0.6.1.0 (t63,1013.6)
- 1 dawnslope din.
Page 16 of 52 GEO.DCPP.01.30, Rev. 3 EESET1P
- Imp
- e.stlp.dat eet"mpy 7,925. 0.005o5,0.03,1.0 (t04,8*13.6) metlmZ.prn 7,3625.0.005,5,0.04,1.0 048,1*13.6)
- otlOz.prn 7,621,0.005e,s0.052..0 (t48,1*13 6) uetlR.pn 7,3625,0.005,,0. 06,1.0 (04S,1*13.4) mstl.pr=
7,9625.0.005,3,0.07.1.0 Mt4S,1*13.6) utoO1Z.p=n 7,925.0.005,5,0.08,1.0 (t48,1*13. 6) satIlZ.prn 7,625,0.005,5,0.09.1.0 (043,1*13.
)
oetlzz.prn 7,3625,.0005..0.10.1.0 (t4g.1*13.6) astl=prn 7,9625,0.005,5,0.l1.1.0 (tis,1.1.6) otil=.p=
7,3625.0.005.5.0.12.1.0 (t4S,1.132.)
- etl=.pz 7,9625,0.005.5.0.13.1.0 (048.1.13.6) aetlz.px 7,962s,0.05,5,0.14, 1.0 (t48,113.6) sotllZ.psn 7,362S,0.005,5,0.15,1.0 (t48,113.6) setlZ.prn 7,625,0.005,5,0.16,1.0 (048, 1613.6) sutUE.prn 7,3625.0.00e,5,0.17,1.0 (048,1.13O6) setin
.pz 7,625. 0.005,5,0.18,1.0 (048,1*13 6) sati
.prn 7,62.0.
005,5,0.19,1.0 (048,1.13.6)
.t2lZ.pr 7,9625,0.005,5,0.2,1.0 (048,1.13.6) sotiZn.prn 7,925, 0.005,5,0.25.1.0 (048,1*13 6) metliE.p 7,3625,0.005,5,0.32.1.0 (048,1.13.6) smtilz.prn 7,3625,0. 0035,0.4,1.0 (t048,113.6)
Betin.pm 7,3625,0.005.5,0.5,1.0 (t4,1 13.6) sotlE.prn 7,3625,0.005,5,0.0,1.0 (t48,113.6) ootlz.prn 7,3625.0.00s,5,0.7.1.0 (048,1*13.6) sati
.p=
7,3625,0.005,5.0.8,1.0 (t48,1.13.6)
- l.0 downalop dis.
Page 17 of 52 GEO.DCPP.01.30, Rev. 3 EESET2N. XNP UZRZ2n.dat set2Z.prn 7,7200,0.005.5,0.03.1.0 (t63,1013.6) ast2lB.prn 7,7200,0.005,5.0.04,2.0 U63,1e13.6)
Gst2ZZ.pr 7,7200,0. 005,5, 0.05,1.0 (t63,1e13.6) s*t2ZZ.prn 7,7200,0.005,5,0.06,1.0 (t63,1613.6) a$t2ZZ.prn 7,7200,0.005,5,0.07,1.0 (t63,113.6) a*t2ZZ prn 7,7200,0.005,5,0.08,1.0 (t63,1613.6) s*t2ZZ.prn 7,7200,0.005,5,0.09,1.0 (t63,1013.S) set22.prn 7,7200,0.0055,0
.10,1.0 (t63.1e1.6) sat2.prn 7,7200,0. 005,5,0.11,1. 0 (t63,113.6) set2Z.prn 7,7200,0.005,5,0.12,1.0 (t63,1*13.6) set23Z.prn 7,7200,0.005,5,0.13,1. 0 (t63,1*13.6) sot2Z.prn 7,7200,0.005,5.0.14,1.0 (t63,1*13.6) set2n.xprn 7,7200,0.005,5,0.15,1.0 (t63,1.13 6)
- st2ZZ.prn 7,7900,0.00I,5,0.16,1.0 (t63,1*13.6)
- et23.prn 7,7200,0.005.5.0.17,1.0 (t63,1.13.6) set21.prn 7,7200,0.00S,5,00.1,1.0 (t63,1.13.6) set2K3.prn 7,7200,0.005,50.19.,1.0 (t63,1e13.9) sat2R.prn 7,7200,0. 005,5,0.2,1.0 (t63,1*13.6) set21.prn 7,7200,0.005,5,0.25,1.0 (t63,113.6) not2ZZ.pr 7,7200,0 005,5,0.32,1. 0 (t63,1e13.6) set23.prn 7,7200,0. 005,5,0.4,1.0 (t63,1e13.6) set2U.prn 7,7200,0.005,5,0.5,1.0 (t63,1e13.6) ast233.pz 7,7200,0.005,5,0.6,1.0 (t63.1613.6) et2ZR.prn 7,7200,0.005,5,0.7,1.0 (t63,1013.9) set2n3.prn 7,7200,0 0055,0. 8,1.0 (t63,1.13.6) sl
&mmlop*
dim.
Page 18 of 52 GEO.DCPP.01.30, Rev. 3 SESET2P.ZNP
- eset2p.dat aet2ZZ.pz 7,9000,0.005,5.0.03,1.0 (t48,1.13.6) set2ZZ.prn 7,5000,0.005,5,0.04,1.0 (t4S,1.13.6)
Bst2Z.pra 7,8000,0.005,5,0.05,1.0 (t43,1613.6) set2ZZ.prn 7,
000,0.005,5.0.06.1.0 (t48,1013.6) et2Z.prn 7.8000,0.003,5,0.07,1.0 (t48,1213.6) ast2ZZ.pru 7, 8000,0 005,,0.08,1.0 (t48,1213.6) ast2Zz.prn 7,8000,0.00,5,0.09,1.0 (t48,1*13.6) st2Zz.prn 7,00, 0.005,,50.10,1.0 (t48.1.13.6) met2Z.prn 7,8000,0.005,5,0. 11, 1.0 (t41,1*13.
)
sgt2z.prn 7,8000,0.005,5,0.12,1.0 (t48,1e13.6) sst2Z.prn 7,8000,0. 00,5,0.13,1.0 (t48, 113.6) at2ZZ prn 7,8000,0. 005,5,0.14,1.0 (t4,1013.6) et2Z.prn 7,8000,0.00S,5,0.15,1.0 (t48,1*13.6) wst2RZ.prn 7,8000,0.0035,,0.16,1.0 ft4g,1*13.6) set21.prn 7,8000,0.005,5,0.17,1.0 (t48,1*13.6) ast2SE.prn 7,9000,0.005s5,0.18,1.0 (t4S,113.6) set2ZE.prn 7.8000,0.005,5,0.-1,1.0 (t48,1*13.6) st2zZ.prn 7,8000,0. 005,5,0.2,1.0 t448,I3.6) set2RE.prn 7,8000,0.005,5,0.25,2.0 (t4S,1e13.6) sst2Zz.prn 7,
000,0.005, 5,0.32,1.0 Mt4S,1613.6) set2n1.prn 7,8000,0.005,,0.4,1.0 (t48,1e13.6) sot2ZZ.prn 7,5000,0.005,S,.o.,L.0 (t48,113.6) sbt2ZZ.prn 7,8000,0.005,3,0.6,1.0 (t48,1213.6) set2ZZ prn 7,8000,0.005,5,0.7,1.0 (t4S,1e13.6) get2ZZ.prn 7,8000,0.005.5.0.8,1.0 Ct48,1213.6) sl donmalops dis
Page 19 of 52 GEO.DCPP.01.30, Rev. 3 EESET3N. INTP asset3n.dat sft3ZZ.prn 7,4391,0. 005,5,0. 03,1.0 Mt63,1S13.6) set3Z.prn 7,4331,0 005,5,0. 04,1.0 (t63,1a13.6) et313.prn 7,4391,0.00,53,0.05,1.0 (t63,1*13.6) set3ZE.y=
7,4331,0.005,5.0.06.1.0 (t63,1e1136) set33.prn 7,4391,0.005.5,0.07,1.0 (t63,11.3.9) st3ZZ.pr=
7.431,0. 005,5,0.06,1.0 (t63,1*13.6) ast3ZE4,rn 7,4331,0.005,5,0.09,1.0 (t63,1.13.6) set3ZZ.prn 7,4331,0.005,5,0.10,1.0 (563,1.13.6) ast3ES.p=
7,4391,0.005,5,0.11,1.0 (t63,1.13.6) ast3Zz.prn 7,4391,0.005.5,0.12,1.0 (t63,1.13.')
ast3ZZ.prn 7,4331,0.005,5,0.13,1.0 (563,1.13.6) ast333.prn 7,4391,0. 005,5,0. 14,1.0 (t63,113.6) ast3Z.prn 7,4331,0.005,5,0. 15,1. 0 (t63,1.13.6) met3Z3.prn 7,4331.0.005,5,0.16.1.0 (t63,1e13.6) ast3Zz.prn 7.4391,0.005,5.0.17,1.0 (t63,1*13.6) wst3RZ.prn 7,4391,0.005,5,0.18,1.0 (t63,1*13.6) et3Z3.prn 7,4331,0.005.3.0.13,1.0 (t63,1.13.6) ast3zz.prn 7,4391,0.003,5.0.2,1.0 (t63,1123.6) set333.p=n 7,4391,0.005,5,0.25,1.0 (t63,1.13.6) ast3ZE.prn 7,4331,0.005.5,0.32,1.0 (t63,1213.6) set331.prn 7,4391,0. 00,5,0.4,1.0 (t63,1.13.6) met3Zn.prn 7,4391,0.005,5,0.5,1.0 (563,1.13.6) set3Z.prn 7,4391,0 005,5,0. 6,1. 0 (563,1.13.6) met3Bs prn 7,4391,0.005,5,0.7,1.0 (t63,1.13.6) set3z.pr=
7,4391,0.005,5,0.,1.0 (t63,1*13.6) l downslop. dis.
Page 20 of 52 GEODCPP.01.30, Rev. 3 ERSET3P.
P
- sset3p.dat ES.31Z.prn 7,4331.0.005,5,0.03,1.0 (t48,2*13.4) not3Zz.prn 7,431,0. 005,5,0. 04,1.0 (t48,1*13.)
set3R.prn 7,4331,0.005,,0.03,1.0 (44,1e13.t) set3n2.ps=
7,4331.0.0035,0.04, 1.0 (t48,8113.6) set3ZB.prn 7,431,0.0055,,0.07,1.0 (t48,1e13.6) set31D.prn 7.4331,0.005, 5,0.08,1.0 (t48,3113.6) set3 Z..prn 7,4331,0.005,3,0.03,1.0 (t48,113.S) w*t31.p=n 7,4331u0.005,5,0.10,1.0 (M48.1.13.4) not3fl.pn 7,4331,0.005,5,0.11,1.0 (t4.,1*13.6) et33.prn 7,4391,0.005,5,0.2,
.0 (448,1.13.)
- .t3n2.pzn 7,4391.0.005,5,0.13,1.0 (448.1.13.6) set3nR.pz=
7,4331,0.005,5,0.14,1.0 (t48,1*23.6) a.t3nRpr 7,431,0.005, 50.15, 1.0 (t#8,1*13.4) met3n2.pm 7,4331,0.005,5,0.16,1.0 (t44,le3.4) s*t3R.prm 7,4331,0.005,5,0.17,1.0 (t48,2e13.6) set3R.ppm 7,4391,0.005,5,0.1.12.0 (M44,1213.6) set3ZR.p=
7,4391,0.005,5,0.13,1.0 (tUS,1.13.9) set32n.pm 7,4331.0.005,5,0.2,1.0 (t48,1.13.4)
- .t3n.pmx 7,4331,0.005,5,0.23,1.0 (t48,1*13.C) set3n p=
7,4391,0.005,5,0.32,
.0 (48,U113
- 6)
- .t3U
.prn 7,431,0.005,5,0.4,
.0 (448,1*13.)
et31 pzm 7,4391,0.005, 5,0. 51.0 (448,1.13.S) set3l.pmn 7.4331,0.005,5,0.4,1.0 (M44,1*13.S) set3nRp=
7,4331,0.005,5,0.7,1.0 (t48,1.13.6) set3n1.pr 7,4331..000, 5,0.8,1.0 (448,1.13X.)
- l downulope die
Page 21 of 52 GEO.DCPP.01.30, Rev. 3 ESETTSN. INP sast5n dat aetszz.prn 7,4000,0.01,3,0. 03,1. 0 (t63,fl3.6) setSZZ.prn 7,4000,0.01,,0.04.1.0 (t63,fl3.6) astSl.prn 7,4000,0.01,S,0.05,1.0 (t63fl3.6)
- ets5Z.prn 7,4000,0.01.5,0.06,1.0 (t63,fl3.6) 3.tSSZ.prn 7,4000,0.01,5,0.07,1.0 (t63,f13.6) at33Z.prn 7,4000,0.01,5,0.08.1.0 (t63,f13.6) sat533.p=
7,4000,0.01,3,0.09,1.0 (t63,f3.6) set5ZE.prn 7,4000,0.01,5,0.10.1.0 (t63,f13.6) set53R.prn 7,4000,0 01,5,0. 11,1. 0 (t63,fl3.6) otSRR.prn 7,4000,0.01,5,0.12,1.0 (t63,fl3.6) setsfEpzrn 7,4000,0.01,5,0.13,1.0 (t63,fl3.6) set513.prn 7,4000,0.01,5,0.14,1.0 (t63,t13.6) atszz.prn 7,4000,0
.01,5,0. 15,1.0 (t63,f13.6) sat53n.prn 7,4000,0.01,5,0.16,1.0 (863,813.6) ot53Z.prn 7,4000,0.01,5,0.17,1.0 (863,13.6) aet5n.prn 7,4000,0.01,5,0.13,1.0 (t63,f13.6)
Not5Z.prn 7,4000.0.01.5,0.19,1.0 (t63,fl3.6)
.t5Zn.p=n 7,4000,0.01,5,0.2,1.0 (t63,fl3.6) set5ZZ.prn 7,4000,0.01,5,0.23,1.0 (t63,f13.6) s.t5Z.prn 7,4000,0.01,5,0.32,1.0 (t63,fl3.6) sotSZz.prn 7,4000,0. 01,5,0.4,1.0 (t63,fl3.6) tSB2.prn 7,4000,0.01,5,0.5,1.0 (863,13M.6)
.1 donalops din.
Page 22 of 52 GEO.DCPP.01.30, Rev. 3 EESET5P. XNP esetiP dat stBX.p=
7,4000,0.01,5,0.03.1.0 (t4l,fl3.6) astSU.pri 7,4000.0.01,5,0.04,1.0 (t4,fl3.6) t5szz.prn 7.4000.0.01,5,0.03.1.0 (t48,913.t) at5sz.p=
7,4000.0.01,s,0.06,1.0 (t4g,fl3.6) atSet.pr 7,4000.0.01,5.0.07,1.0 (t4gZl3.6) sat5ZZ.prn 7.4000,0.01.5,0.00,1.0 (t4g,fl3.6) st5SZ.prn 7,4000,0.01.5,0.09,1.0 (t48,fl3.9) setSZ.prn 7,40000.01,5, 0.10,1.0 (t48,fl3.)
stSZZ.pru 7,4000,0 01,5,0. 11,1.0 (48,f13.s) setsR.pr 7,4000.0.01,5,0.12,1.0 (t4,fl3.6) t5z.prn 7,4000,0.01,5,0.13,1.0 (tis,£12.6) et5s.prn 7,4000,0.01,5,0.14,1.0 (t48,fl3
.6) et55ZR.pr 7.4000,0.01,5,0.15,1.0 (t48,fl3.6) et5sZZ.prn 7,4000,0.01,5,0.16,1.0 4S,M£13.6) aetSfl.pzn 7,4000,0. 01,5,0. 17,1.0 (t4B,fl3.6) et5S.prn 7,4000,0.01,5,0.18,1.0 (t48,fl3.6) s*t5i.pr 7,4000,0.01,5,0.19,1. 0 (t48,fl3.6) sft5sz.pzM 7,4000,0.01,5,0.2,1.0 (t48,fl3.6) setSZZ.prn 7,4000,0. 01,5, 0.25,1.0 (t48,fl3 6) set5s.prn 7,4000,0.01,5,0.32,1.0 5t48,fl3
)
tSsR.prn 7,4000,0.01,5,0.4,1.0 (t48,£3.6) stSe
.prn 7,4000,0.01,5,0.5,1.0 548, 13.6) il downslepe dis.
Page 23 of 52 GEODCPP.01.30, Rev. 3 ZESBET6N. ZP
- eset6n.dat setgZs.pr 7,7989,0. 00,5,0.03,1.0 (t63,913.6)
- tCzS.p=
7,769,0. 005,S,0 04,1.0 (t63,fl3.6) pet61.prn 7,7989,0. 005,5,0 0S,1.0 3t62,fll.6) wet6B3.prn 7,7398,0.005,5,0 06,1.0 (t63,f13.6) set6z.prn 7,7363,0.003,5,0.07,1.0 (tW3,fl3.6) s*t6Z.prn 7,7383,0.005,5,0.08,1.0 (t63,fl3.6) ast6ES.prn 7,73990. 005,5,0.03.1.0 (t62,f13.6) not6RZ.prn 7,7396,0.005,5,0.10,1.0 Mt63,413.6) a.t63.prn 7,7983,0.005,3,0.11,1.0 t63,f13.6) t6nZ
.pra 7,7383,0.005,5,0.L2,1.0 (to3,f 1.6) sst63.prn 7,7383,0.005,5,0.13,1.0 (t63,fl3.6) not633.prn 7,79839,0 005,5,0. 14,1. 0 (t63,f 1.6) set6nZ.prn 7,799,0.005,5,0. 15,1. 0 (t63,f13.6) sotEZ.prn 7,739,0. 005,5,0. 16,1. 0 (t63,f 1.6) et6Z.prn 7,7383,0.005,5,0.17,1.0 (t63,f 1.6) not63R.pr 7,798,0.005,3,0. 1,1.0 (t63,913.6) set63z.prn 7,7938,0.005,5,0.13,1.0 (t63,fl3.6) get6ZB.prn 7,7989,0.00S,S,0.2,1.0 (t63,fl3.6) set6nR.pz 7,7339,0.005,5,0.25,1.0 (t6,f2 M.6) swtnf.pn 7,7963,0.005,5,0.32,1.0 (t63,fl3.6) aet633.pr 7,733,0. 005,,0.4,1.0 (t63,fl3.6) set633.pr 7,739,0. 00,5, 0.5,1.0 (t63,413.6) sl don dlope dLs.
Page 24 of 52 GEO.DCPP.01.30, Rev. 3 zzSBT6P. InP
- aset6p.dat s.t61M.py 7,7989,0.00S,5,0.03,1.0 (tIt!f13.6) ast6l.prn 7,7983,0.005,5,0.04,1.0 (t8,f3
.6)
- .t6BzB.pr 7,7389.0.005,5,0.03.1.0 Mt48,fU3.6)
Not62.p=
7,719,0. 00,5,0 006,1.0 (tiW,413 6) sst6Kz.prn 7,7989,0.005,5,0.07,1.0 Wt4Sl3. 6) aet6Zz.prn 7,7989,0.00s,5,0.08,1.0 (t48,L13.6) not633.prn 7,7389,0.005,5,0.09,1.0 (t48,f3
.6) ast6l.prn 7,7989.0.005,5,0.10,1.0 Wt48,f3t.6) s*t6Kz.p=n 7,7389,0.005,5,0.11,1.0 (t48, 13 6) set6BZ.pm 7,798990.003,5,0.12,1.0 (t4SM13.6) set68E.prn 7,7919,0.005,5,0.13,.
0 (t48,fl3.6) set6Ml
.pm 7,7919,0.005,5,0.14,1.0 (t4,13 C.6) ot631.prn 7,799,0. 005,5,0. 15,1. 0 (18, 13
.6)
.t6Z.prn 7,7989,0.005,5,0.16,1.0 (48,413.6) se616
.prsn 7,7989,0.005,5,0.17,1.0 (14S,M13.6) ast62.prn 7,7989,0 00,,0
.18,1. 0 (148,1M3.6) set6ZE.prn 7,7989,0.005,5,0.13,1.0 (t48,f13.6) sat6lK.prn 7.7989,0.005,5,0.2,1.0 (1484,8316) s*t631.prn 7.799,0. 005,5,0.25,1.0 (t48,fl3.6) set6Zz.pm 7,7989,0.005,5.0.32,1.0 (t48,f13.6) aOtSR.prn 7,7989,0.005,5,0.4,1.0 (t48,fl3.)
set6zz.pzn 7,7919.0.003,5,0.5,1.0 (148,13.6) si dolm.cpe dis.
Page 25 of 52 GEODCPP.0130, Rev. 3 LLSET1N. NP LLSZTln.dat
- tlLL.pr 7, 625,0. 005,5,0. 03,1.0 (tW3,1613.6) satlLL.prn 7,9625,0 005,5,0.04,1.0 (t6l,113.6)
- ut1LL pzn 7,9625,0.005,S,0.05,1.0 (t$3,1e13.6) aot1LL.prn 7,3sS,G. 00o5,50.06,l.0 Ct63,1e13.6) tlLL.prn 7, 625,0.005,5,0.07,1.0 Mt63,1*13 6)
- ntILL.pr 7.625.0.005,5,0.08,1.0 (t63,113.6)
- .t1LL.prn 7,9625,0.005,5,0.09,1.0 (tC3,1313.6) mot1LL.prn 7,3625,0.005,5,0.10,2.0 (t63,1.13 6) metlLL.prn 7, 625,0.005,5,0.11,1.0 (t63,1013.6) atlLL.prin 7,9625,0.005,5,0.12,1.0 (t63,1.13.6)
- stILL pr 7,62,0.005.5,0. 13,1.0 (t63,1*13.6) stlLL.p 7,9625,0.005,5,0. 14,1.0 (t6,1.13.6) nstILL.prn 7,3625,0.005,5,0.15,1.0 (t63,1013.6) setlLL.pr 7,3623,0.005,5,0.16 1.0 (t63,1.13.6) tlLL.pr 7.3625,0.005,5,0.17,1.0 (tC3,1.13 6) istiLL.rn 7,9625,0.005,S,0.1S,1.0 (t63,113.6)
- st1LL.prn 7,625,0. 005,5,0. 1,1.0 (t63,1.13.6) matILL.prn 7,9625.0.005,5,0.2,1.0 (W63,1.13.6) matiLL.prn 7.3625,0.005,s,0.25,1.0 (t63,113.6) otlLL pr 7.3625,.005,5,0.32.1.0 (t63,1213.6) astILL.prn 7,3625..0005,5,0.4,1.0 (t63,1*13.6) soU LL p=n 7, 620.
005,5,0.5.,1.0 (t63,1.13 6)
- atlLL.pr 7,3625.0.005,5,0.6,1.0 (t63,1s13.6)
-stILL pmn 7,3625,0.005,5,0.7,1.0 (t63,1*13.6) totlLL.prn 7, 625,0.005,5,0.,
1.0 ft63,1*13.6)
- I downlope die.
Page 26 of 52 GEODCPP.01.30, Rev. 3 LLSET1P. XNP Lsitip.dat sot1LL.prn 7,9625,0.005.,0.03,1.0 Mt48,l.13.6) setlLL.prn 7,9625.0.00S,5,0.04,1.0 t48i,1i13.6) saetlLL.prn 7.9625.0.005.,30.0,1.0 (t48,1*13.6) motiLL.prn 7,9625,.0 005,5,0.06.1.0 (t48,113.6) notiLL.prn 7,9625.0.005,5,0.07,1.0 (t4,1.13.6)
- etILL.prn 7,625.0.005,5,0.08.1.0 Mt4,8,13.6) oetlLL prn 7.9625.0.005.,,0.09,1.0 (t48,1*13.6) notXLL.pn 7.962,0. 005,5,0.10.1.0 (t4S,113.6) satILL.pr 7,962.0. 005,5,0.11,1. 0 (tMB,1.13.6) motlLL.prn 7,9S25,0.005,5,0.12,1.0 (tMS,1*13.6) ostILL.prn 7,9625,0.005,5,0.13.1.0 (t4MS,113.6) satiLL.prn 7,9625,0. 005.3,0.14.1. 0 (t4g.1*13.6) stILL.prn 7,9623,0.005,5,0.15,1.0 t4S,1.13.6) stlLL.prn 7.9625.0.005.5,0.16,1.0 (t4S,1s13.6) setILL.prn 7.9625.0.005,5.0.17.1.0 ft4B,1*13.6) sat1LL.prn 7,9623,0.005,5,0.18,1.0 (tMS,1*13.6)
- otILL.prn 7,9625.0.005,5,0.19.1.0 (tiS,1s13.6) sot=LL.prn 7,9625,0. 005,,0.2,1.0 Ctis,1.13.6) sst1LLpzrn 7,9623,0.005,5.0.25.1.0 (tiS,1613.6) set=LL.prn 7,3625,0.005,0,0.32,1.0 W8i,1 13.6) mat1LL.prn 7,9625.0.003,5,0.4,1.0 (t48,1*13.6) stLL.prn 7,3625,0.005,5,0.5,1.0 (t4S,1.13.6) sotlLLprn 7,9625,0.003,5,0.6,1.0 (t4S,1.13.6) otILL.prn 7,9625,0.005,5,0.7,1.0 (t48,1.13.6) stlLL.prn 7,9625,0.005,5,0.8,1.0 (tUS,1613.6) sl.0 downslep. 4di.
Page 27 of 52 GEO.DCPP.01.30, Rev. 3 LLSET2N. XNP L8JM1T2n.dat
- t2LL.prn 7.7200,0.005,5,0. 03,1.0 (t63,1.13.6) sit2LL.prn 7.7200,0.005,5,0.04,1.0 (t63,1613.6) not2LL.prn 7,7200,0.005,5,0.05,1.0 (t63,1el3 6) sst2LL.prn 7,7200,0.005,5,0.06.1.0 (t53,1013.6) bet2LL.prn 7,7200,0. 005,,0.07,1. 0 (t63,1013.6) sst2LL.p=
7,7200,0.005,5,0.06,1.0 (t63,1.13.6) st2LL.prn 7,7200,0.005,5,0.09,2.0 Mt63,1613.6)
- t2LL.p=
7,7200.0.005.,50.10,1.0 (t63,1.13.6)
- et2LL.prn 7,7200,0. 00,5,0.11,1.0 (t63,1013.6)
- st2L
.prn 7,7200,0.005,5,0.12,1.0 (t63,113.6) set2LL.prn 7,7200,0.0055.,0.13,1.0 (t63,1.13.6) set2LL.prn 7,7200,0. 005,50.14,1.0 (t63, 113.6) set2LL.prn 7,7200,0.005.,5,0.15,1.0 Ct63,113.6) s$t2LL.prn 7,7200,0.005.5,0.16,1.0 (t63,1.13.6) not2LL.prn 7,7200,0.005,5,0.17,1.0 (563,1.13 6) met2LL.prn 7,7200,0.005,5,0.16,1.0 (t63,1.13.6)
- st2L.prn 7,7200,0.005,5,0.19,1.0 (t63,113.6) a*t2LL.prn 7,7200,0.005.5,0.2,1.0 (t63,1.13 6) set2LL.prn 7,7200,0.005.5,0.25,1.0 (W63,1.13.6)
- .t2LL.prn 7,7200,0.005,5,0.32,1.0 (563,1*13.6) set2LL.prn 7,7200,0.005,5,0.4,1.0 (t63,1.13.6) met2LL.prn 7,7200,0.005,5,0. 5,1.0 (t63,1*13.6) st2LL prn 7,7200,0.005,5,0.6,1.0 (t63,1.13.6) not2LL.prn 7,7200,0.005,5,0.7,1.0 (t63,1.13.6) sot2LL.prn 7,7200,0.005,5,0.6,1.0 (WS3,1s13.6) 31 downslope dis.
Page 28 of 52 GEODCPP.0130, Rev. 3 LLSET2P.. IP LLost2p.dat aUt2LL.prn 7,000,0 005,5,0 031. 0 (548,1.13.6)
- ot2LL.prn 7,000,0..05,5,0 04,1.0 (t48,1.13.6)
- ot2LL.prn 7,6000,0.005,5,0.s,s1.0 (M48,1.13.6)
- et2LL.prn 7,8000,0.005,5,0.06,1.0 (54S,1.13 6) met2LL.prn 7,8000,0. 005,5,0.07,1.0 (548,1.13.6)
- ot2LL.pr 7,6000,0.005,5,0.08,1.0 (t54,1.13.6) st2LL prn 7,6000,0.005,5,0.09,1.0 (548,1.13.6) bot2LL.prn 7,6000,0.005,5,0.10,1.0 (t48,1.13.6)
- ot2LL.prn 7,$000,0.005,5,0. 11,1.0 (546,1613.6) set2LL.prn 7,6000.0.005,5,0.12,1.0 (t48,1e13 6) set2LL.prn 7,8000,0. 005,0.
13,1. 0 (t4S,1.13.6) sat2LL.prn 7,t000,0.005,5,0.14,1.0 (t48,1.13.6)
- ot2LL4prn 7, 000,0.005,5,0.15,1.0 (ti4,1.13.6) set2LL.prn 7,6000,0.005,5,0.16,1.0 (548, 13
.6) met2LL.prn 7.000,0.005,5,0.17,1.0 (548,1.13.6) ast2LL prn 7,6000,0.005,5s,0.16,1.0 (t58,1s13.6) oot2LL.prn 7,S000,0.005.5,0.1S,1.0 (t4s,1.13C6) ast2LL.prn 7,8000,0. 005,5,0.2,1. 0 (t48,1.13 6) set2LL prn 7,8000,0.000.5,,0.2,1.0 (t48,1*13.6) m.t2LL.prn 7,6000,0.005,5,0.32,1.0 (t48,1e13.6) ast2LL.prn 7,6000,0.005,5,0.4,1.0 (t48,113.6) ast2LL.prn 7,6000,0. 005,5,0.5,1.0 (t48,1.13.6) set2LL.pr=
7,6000,0.005,5,0.6,1.0 (t5S,113.6) xot2LL prn 7,6000,0. 005,5,0.7,1.0 (548,1.13.9) s.t2LL.prn 7,6000,0. 005,5,0.,1.0 (t48,1613.6)
I1 dowslops dig
Page 29 of 52 GEODCPP.0130, Rev. 3 Attacbment 8 LLSET3N. INP LLast3n.dat
- St3LL.prn 7,4391,.005,5,0.03,1.0 (t63,1613.9) set3LL.pr=
7,4391,0.005,5,0.04,1.0 (t63,1.13.6) set3LL.Vrp 7,4391,0.005,5,0.05,1.0 (t63,1e13.6) ast3LL.pr 7,4391,0.005, 30.06,1.0 (t63,1e13.6) ast3LL.pr 7,4391,0.005,5,0.07,1.0 (t63,1e13.t) ast3LL.prn 7,431,o0.005,5,0.0S,1.o (M63,1*13.6) not3LL.prn 7,4391,0.005,3,0.09,1.0 (t63,1.13.6)
- et3LL.prn 7,4391,0 005,5,0 10,1. 0 4t63,1a13.6) met3LL.prn 7,4391,0.005,5,0.11,1.0 (t63,1*13.6) met3LL.prn 7,4391,0.005,5,0.12,1.0 (t63,1013.6) set3LL.prn 7,4391,0.005,5,0.13,1.0 (t63,1*13.6) ast3LL.pr 7,4391,0.005,5,0. 14,1. 0 (t63,1e13.6) set3LL.prn 7,4391,0.005,5,0.15,1.0 (t63,1&13.6) set3LL.prn 7,4391,0.005,3,0.16,1.0 Mt63,113.6) ast3LL.prn 7,4391,0.005,5,0.17,1.0 (t63,1.13.6) set3LL.prn 7,4391,0.003,5,0.1S,1.0 (t63,1.13.6) set3LL.pn 7,4391,0.005,5,0.19,1.0 Mt63,1*13.6) set3LL.prn 7,4391,0.005,5,0.2,1.0 (t63,113.6) set3LL.pr 7,439.10.005,5,0.23,1.0 (t63,1*13.6) set3LL.prn 7,4391,0.005,5,0.32,1.0 (t63,1*13. 6) not3LL.pr 7,4391,0.005,5,0.4,1.0 (t63,1*13.6) net3LL.prn 7,4391,0.005,,0.
,1. 0 (t63,113.6) set3LL.prn 7,439S,0. O5,5,.6,1.0 (t63,1613.6)
- t3LL.prn 7,4391,0.005,5,0.7,1. 0 Mt63,1.13.6) set3LL.prn 7.4391,0.005,5.0.8,1.0 (t63,1213.6) s1 downslop. din.
Page 30 of 52 GEO.DCPP.01 30, Rev. 3 LLSET3P. 3I:P LLst3p.dat
- .t3LL.py 7,43914,0.005,,0.03,1.0 (t48,1.13.6)
.t3LL.prn 7,4391,0.005,,.0.04,1.0 (tI4,113.6)
- et3LL.prn 7.4391,0.005,s,0.05, 1.0 Mt48,1413.6) et3LL
.prn 7,4391,0 005,5,0. 06,1.0 (t48,1.13 6) t3LL.prn 7,4391,0.005,5,0.07,1.0 Mt48,1*13.6) met3LL.pra 7,4391,0. 005, 5.0.0,1.0 (t4S,1123.6) t3LL.prn 7,4391,0.00o,5,0.09,1.0 (t4, 113.6) ast3LL.pr 7,4391,0.005,,0.10, 1.0 Mt1, 1.13.6) st3LL.pr 7,4391,0.005,3,0.11,1.0 Mt48,1*13.6) set3LL.pru 7,432910.005,5,0.12,1.0 (tU8,1613 6) et3LL=.pe 7,4391,0.005,5,0.13,1.0 (t4B,1.13.6) set3LL.pr 7.439l,0.005,5,0.14,1.0 (t49,1213.6)
.st3LL.prn 7,4391,0.005,5,0.15,1.0 t3, 1.13. 6) met3LL.prn 7,4391,0.005,5,0.16,1.0 (t48,1*13.6) sst3LL.prn 7,4391,0.005,5,0.17,1.0 (tM9,1613.6) set3LL.prn 7,4391,0.005,5,0.1S,1.0 (ti,1.13. 6) set3LL.prn 7,43291,0005,1,0.13,1.0 Mt48,1613.6)
&*t3LL.prn 7,4391,0.003,5,0.2,1.0 t48,113.6)
- st3LL.pr 7,34291,0.0055,0.25,1.0 (t48,1e13.6) set3LL.prn 7,4391,0.005,5,0.32.1.0 (t43,1123.6) ast3LL.prn 7,4391.0.005,5,0.4,1.0 (t48,113.6) ast3LL.prn 7,4391,0.005,5,0. 5,1.0 (t48,1.13.6) set3LL.prn 7,4391,0.005,5,0.6,1.0 (t41,1*13.6) set3LL.prn 7,3291,0.005,5.0.7,1.0 (t48,1*13.6) setLL.prn 7,3291,0.005, 5,0.8,.0 ft48,1*13.6) e1 dow.slops dis
Page 31 of 52 GEODCPP.01.30, Rev. 3 LLSETSN. INP LLutSt dat GSt5LL.prn 7,4000,0 01,5,0 03,1.0 (t63,f13.6)
- .tSLL.prn 7,4000.0.01,5,0.04,1.0 (t63.£13.6)
- otSLL.prn 7,4000,0.015,0.0,1.
0 (t63,fl3.6) setSLL.pSD 7,4000,0 1,5,0. 06,1.0 (t63,£13.6) setSLL.prn 7,4000,0.01,1.0.07,1.0 Ct63,f13.6) metSLL.prn 7,4000,0.01,5,0. 0,1.0 (t63, 13.6) s*tSLL.prn 7,4000,0.01,5,0.09,1.0 (t63,fl3.6)
UstSLL.pra 7,4000,0.01,5,0.10,1.0 (t63.fl3.6) not5LL.pra 7,4000,0.01,5,0. 11,1.0 (t63,fl3.6) setSLL.pr 7,4000,0. 01,5,0. 12,1.0 (t63.f13.6) sat5LL.prn 7,4000,0.01,5,0. 13,1. 0 (t63.£3.6) etSSLL.prn 7,4000,0.01.5,0.14,1.0 (t6O.M3.f) sotSLL.prn 7,4000,0.01,5,0. 1,1.0 (t63,13.6) oetSLL.pru 7,4000, 0. 01,5,0. 16,1.0 (tU3.13.6) r-tSLL.prn 7,4000,0.01,5,0.17,1.0 (t6M3.13.6) setSLL.prn 7,4000,0. 01,5,0. 1g,1.0 (t63.£3.6) sot5LL.prn 7,4000,0. 01,5,0. 19,10 (t63f13.6) sat5LL.prn 7,4000,0.01,,0.2,1.0 (tM3.13.6) stSLL.prn 7.4000,0.01.5,0.25,1.0 (t63.l3.6) uetSLL.p=n 7,4000,0. 01,5,0. 32,1.0 (t3.£13M.6) setSLL.prn 7,4000,0 0.1,,0.4,1.0 (tC3,fl3.C) sotSLL.pr=
7,4000,0. 01,5,0. 5,1. 0 (t63,f13.6)
- 1 dovnslope dis.
Page 32 of 52 GEODCPP.O1.30, Rev. 3 LLSETSP. 1IP LLUse5t.dat 1
downslops dis.
sst5LL.p=a 7,4000,0.01,5,0.03,1.0 (t43,£13.6)
- otSLL.prn 7,4000,0 01,5,0. 04,1.0 (t4,£13.6)
- ot5LL.prn 7,4000,0.01,5,0.05,1.0 (t8,f13.6) et5LL.prn 7,4000,0. 01,5,0.06,1.0 It48,tl3.6) oetSLL.pn 7.,4000,0.01,5,0.07,1.0 t48,913.6) stSLL prn 7,4000,0.01,5,0.08,1.0 (t48,f13.6) setSLL.p=n 7,4000,0.01,5,0.09,1.0 (t48,f13.6) ast5LL.prn 7,4000,0.01,5,0.10,1.0 t48,f13.9) sotSLL.Vpn 7,4000,0.01,5,0.1, 1.0 Ct48,fw3.g) sot5LL.prn 7,4000,0 01,5,0.12,1.0 Mt48,f3.6) ootSLL.pr 7,4000,0.01,5,0.13,1.0 Mt84,f13.6) uet5LL.prn 7,4000,0.01,5,0.14,1.0 (t4g,£13.6) set5LL.prn 7,4000,0.01,5.0.15,1.0 Mt8,13.6) sotSLL.prn 7,4000,0.01,5,0.16,1.0 (t48,fl3.6) xut5LL.prn 7,4000,0.01,5,0.17,1.0 4t48,£13.6) n*t5LL.prn 7,4000,0.01,5,0.18,1.0 Mt48,913.6)
..t5LL.prn 7,4000,0.01,5,0.19,1.0 (t48,fl3.6) setSLL.prn 7,4000,0.01,5,0.2,1.0 t48, 13.6) set5LL.prn 7,4000,0 01,5,0.25,1.0 (tS, 13
.6) setSLL.prn 7,4000,0.01,5,0.32,1.0 t48, £13.6) oetSLL.prn 7,4000,0. 01,5,0. 4,1.0 Mt48,413.6) uetSLL.prn 7,4000,0.01,5,0.5,1.0 (t48,fl3.6)
Page 33 of 52 GEODCPP.01.30, Rev. 3 LLSET6N. XNP LLUstgn.dat set6LL.prV 7.7333,0.005,.0.003,1.0 Mt63,f13.6) sIt6LL.prn 7.7333,0.00,5,50.04,1.0 Mt63,13.6) met6LL.prn 7,7933,0.005,5,0.5, 1.0 (t63,fl3.6)
SMt6LL.prn 7.7933,0.005,5,0.06.1.0 (t63, l3.6)
Ot6LL.pm 7.7333,0.005,0.07.01.0 (t63.613.6) set6LL.pru 7,7383,0.005,5,0.08,1.0 (t63,f13.6)
.t6LL.prn 7,7333,0.005,5,0.03,1.0 Mt6SSl3.6) set6LL.pr 7,739,30.005,5,0.10,1.0 (t63,f..
6)
Ot6LL.pr 7,7339,0.005,5,0.11,1.0 Ct63,13f.6) sst6LL.prn 7.733, 0.005, 5.0. 12,1.0 (t63,f13.6) etSLL.prn 7,7383,0.005, 5,0.231. 0 (t63,f23.6) st6LL.py 7,7333,0.005,5,0.14,1.0 (t63,f13.6)
- et6LL.prn 7,7333,0.005,5,0.15,1.0 (t63,£3. 6)
^*t6LL.pr 7,73S3,0.005,,0. 16,1.0 (M62,613.6) sot6LL.prn 7,7989,0.005,5,0.17,1.0 (t63,fl3.6) set6LL.prn 7,7333,0.005,5,0.18,1.0 ft",M13.6) set6LL.pmr 7,7333.0.005,5,0.13,1.0 Mt63f13t.6) ast6LL.prn 7,733,0.005,S,0.2,1.0 (t63,13S.6)
- t6LL.p 7,7333,0.005.5,0.2S,1.0
("t3,fl3.6) sot6LL.p=
7,7333,0.005.5,0.32,1.0 (363,13.)
set6LL.p=a 7.73,0
.005. 5,0.4.1.0 (363,M13.6)
Wt6LL.pzs 7, 733,0.005,5,0., 1.0 (M63,413.t) sl downslopo dis.
Page 34 of 52 GEO.DCPP.0130, Rev. 3 LLSET6P.* IP LLUt6g dat
- et6LL.pzn 7,7989,0.005,5,0.03,1.0 (t49,f1S.6) set6LL.p=
7.7089,0.005, 5,.004,.0 (t4l,fl3.6) sot6LL.prn 7,7389,0.005,s,0.05,e.0 (t(S,fl3.6) set6LL.pr 7,7399,0.005,5,0.06,1.0 (t4S,fl3.6) ast6LL.prD 7,7989,0.005,5,0.07,1.0 (t48,fl3.6) sot6LL.prn 7,7989,0.005,5,0.0S,1.0 (t4g,f12.6) ast6LL.prn 7,7989,0.005,5,0.09,1.0 (t48,fl3.6) set6LL.prn 7,79s9,0.005,5,0.10,1.0 (t48,fl3.6) set6LL.pm 7,7389,0.005,3,0.11,2.0 (t4S,fl3.6)
.Ut6LL.pm 7,7389,0.005,5,0.12,1.0 (t4M,813.6) sgt6LL.prn 7,7389,0.005,5,0.13,1.0 (t48,f13.6)
- et6LL.prn 7,733, 0.005,5,0.14,1.0 (t48,fl3.6) set6LL.pru 7,7989,0.005,5,0.15,1.0 (t48,M.S) b*t6LL.pr2 7,7989,0.005,5,0.6, 1.0 (t4S,fl3.6) x*t6LL.prn 7,7989,0.005,5,0.17,1.0 (t4,fl3.6) st6LL.prn 7,7989,0.005,5,0.18,1.0 (84S,f 16) set6LL.prn 7,7389,0.005,5,0.9, 1.0 (t48,f13.6) vlt6LL.prn 7,7989,0.005,5,0.2,1.0 (t48, 13.6) mot6LL.p=
7,7989, 0. 00o,5, 0.25, 1. 0 (t48,fl.6) ast6LL.prn 7,7389,0.005,5,0.32,1.0 (t48,fl.6)
- et6LL.p=
7,7989,0.005,5,0.4,1.0 (t48,fl3.6)
- t6LL.pr 7,7389,0.005,5,0.5,1.0 (t4,fl3.6)
- 1 dowmslope dim.
Page 35 of 52 GEODCPP.01.30, Rev. 3 EES5CL. ZNP flSUICOO.ST 5, 4000,0.001,5, 0.03,12..0 (Sf10.6) 5SMC00.QSC 5,40000.01.5,0.04,1.0 (Sf1o.6)
U58XC00.OSC 5.4000.0.01,5.0.05.1.0 (Sf10.6) n5sxC00.0SC 5,4000,0.01,5.0.06,1.0 (Sfl0.6) n3ZBCOO.QSC 5,4000,0.01,5,0.07.1.0 (Sfl0.6) 3258XC00.QOC 5,4000,0.01,5,0.09,1.0 (Sf10.6)
Zs58=00.osc 5,4000,0 01.5.0.10e
. 0 (Sfl.6) 32533C00.OSC 5,4000.0.01.5,0.1,1,.
0 Sf10o.6)
ZZSONCOO.OSC zzssxcoo.Qsc 5.4000,0.01,5,0.12,1.0 (Sflo.6) 3z53xc00.osc s,4000,0.01e,50.13.1.0 (Sf10.6) 9239KC00.00c 5,4000,0.01, 5, 0.14,1.0 (Sf10.6) 32s!sCOO.QSC 5,4000,0.01,5.0.13,1.0 (Sf10.6) xsSXCoo.QsC 5,4000,0.01,5,0.16.1.0 ns9xcoo.osc 5,4000,0.01,5,0.17,1.0 (5110.6) 325CC0200.08C nssxcoo.QBc 5,4000,0.01,5,0.IS,1.0 (511o.6) nszcx00.05c 5,4000,0.01,5,0.15,1.0 (Sf10.6) 3sssxcoo.csc 5,4000,0.01,5,0.32,1.0 (Sf10.6) z5Sxc00.OSC 5,4000,0.01,5,0.2,1.0 (Sf10.6)
R25gxC00.03c 5,4000,0.01,5,0.32,1.0 (Sflo.6)
ZZS0c0oo.Qsc 5,4000,0.01,5,0.5,1.0 (SflO.6)
ZZSSKCOO.0SC 5,4000.0.01,S,0.4,.1.0 nsoxcoo.asc 5,4000,0.41.5.0.93.1.0 (Sf10.6) 5, 4000.0.01,5,0.6, 1.0 (Sflo.6)
Xzssxcoo.QSC 3Z5S3XC00.OSC 5,4000,0.01,5,0.2,1.0 (5fl.6) 3z53xc00.@Bc x5,4000,.02,,0S,.
(Sf10.6) l~~es~~
o1.0 dowelops dis. fr= T.1.
Page 36 of 52 GEO.DCPP.01.30, Rev. 3 BERSMC00.QS ZxSSCz1Ro 3-K', SZ3 5 3(ONTIt SeBsmlc CoeffLcient Surface Eistory Time Stop -
0.010 Sea Surface 1
0.000001 0.000005 0.000106 -0.000009
-0.004573 -0.003520
-0.011533 -0.012134
-0.018959 -0.0207s8
-0.034246 -0.033942
-0.031443 -0.028463
-0.009792 -0.007851
-0.006093 -0.007184
-0.036841 -0.043077
-o.057971 -0.035313
-0.045274 -0.047073
-0.042046 -0.039042
-0.010936 -0.006539
-0.010938 -0.0176c3 0.000014 0.000031
-0.000253 -0.000673
-0.006473 -0.007435
-0.012693 -0.013280
-0.022743 -0.024740
-0.037343 -0.038240
-0.025452 -0.022497
-0.006327 -0.005271
-0.008817 -0.011248
-0.048792 -0.053601
-0.052131 -0.045881
-0.048740 -0.043780
-0.035830 -0.032577
-0.003112 -0.000896
-0.026037 -0.03s596 0.000055
-0.001250
-0.008372
-0.013971
-0.024720
-0. 038433
-0.013677
-0.004715
-0.014864
-0. 057213
-0.044033
-0o 04877
-0e 02891
-0. 000033
-0.045737 0.000087 0.000119
-0.001364 -0.002776
-0.003271 -0.010111
-0.014842 -0.013953
-0.026355 -0.030349
-0.037796 -0.036328
-0.016e34 -0.014438
-0.004606 -0.004851
-0.013113 -0.024487
-0.05e437 -0.060266
-0.044200 -0.043470
-0.048e71 -0.047203
-0.025013 -0.020574
-0.000545 -0.002467
-0.055732 -0o0 0650 0.000136
-0.003653
-0. 010870
-0. 017331
-0. 032419
-0. 034144
-0.012017
-0. 005355
-0. 030311
-0. 05714
-0.043315
-0.044813
-0.015772
-0.00oes8
-0. 073773 ZB SM"XI
-0. 003158 0.001121 0.016733 0.005756
-0 016224
-0. 01063
- 0. 006476
- 0. 011032 0.008714
-0.007173
-0.013403 0.000443
- 0. 008160
- 0. 003822
-0 *00186
-0. 003736
- 0. 001342 0.003833
- 0. 002603
-0.000732
-0.007967 0.004586
- 0. 016492 0.003057
-0. 017516
-0 001667
- 0. 007773 0.011140 0.007470
-0.00241
-0.012369 0.002277 0.007364 0.003130
-0.002645
-0.003142 0.0023e3 0.003310 0.002142
-0.000845
-0.007537 0.007417 0.015858 0.000122
-0.018163
-0. 006260 0 00878 0.011203 0.005931
-0. 011031
-0 011013 0.003312
- 0. 00783
- 0. 002552
-0. 003312
-0.002422
- 0. 002737 0.003340 0.001648
-0. 000844
-0.006839 0.010114 0.014832
-0.00269
-0.018185
-0.003116 0.009542 0.011134 0.004111
-0.012476
-0e 00390 0.005311
- 0. 007063 0.001393
-0. 003852
-0. 001623
- 0. 003015 0.003908 0.001244
-0.000732
-0. 00s33
- 0. 012487 0.013636
-0.00610
-0.017607
-0.001406 0.010079 0.011078 0.002045
-0.013526
-0.007561 0.006443
- 0. 006452 0.001139
-0 004230
-0. 00078 0.003238
- 0. 003804 0.000653
-0.000s15
-0.004611 -0.002s6s 0.014389 0.015735 0.012102 0.010285
-0.009138 -0.011930
-0.016507 -0.014972 0.000834 0.003010 0.010451 0.010707 0.010813 0.010357
-0.000204 -0.002556
-0.014146 -0.014324
-0.005592 -0.003553 0.007290 0.007850 0.005733 0.005124 0.000463 -0.000310
-0.004416 -0.004394 0.000005 0.000746 0.003424 0.003584 0.003620 0.003355 0.000133 -0.000137
-0.000213 0.000143
-0.000705
- 0. 01.604 0.00171
-0.014332
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Z6SYCO0.Q9C 5.7384.0.005,3.0.12.1.0 (Sf10.6)
U6KC004.Q8C
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- 1.0 dnmmlope die.
fx F.R.
Page 39 of 52 GEODCPP.01.30, Rev. 3 ZE6SMCOO.QSC X36BMCsPROFlLM Z-X', 8ES 5 11TI010 Ieismic CoeffLcliit Surface llftory Sim Step
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Page 40 of 52 GEO.DCPP.01.30, Rev. 3 1E6BSCOO.DAT 326sMC00.DAT Suary of vermanent deformation from Newmark' method Blip A. (g),
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Page 41 of 52 GEO.DCPP.01.30, Rev. 3 LLS5CL.* IP 1LSXCOO.QST LL!8Kc00.QSC
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LL5SXCOO.oSC 5,4000,0.01, 5,0.04, 1.0 (Sflo.6)
LL5SNCOO.OOC 1.4000,0. i, 1,0.03,1.0 (oflo.6)
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LL5OXCOO.QOSC 5,4000,0.01,5, 0.11,1.0 (Sf10.6)
LL5SBCOO.QSC 1,4000,.01e,1~.lS.13.0 (Sf10.6)
LL3neo.os LL5OKCOO.QSC 1,4000,0.01,5,0.14,1.0 (sf0o.6)
LL53KCOO.O9C 5.4000,0.01,1,0.151.0 (of0.6)
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LLSSXCOO.QSC 5,4000,0.01,3,0.17,1.0 (Sf10.6)
LLSOKCOO.OSC
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LL5SXCO.QSC 5,4000,0.01.5.0.1,1.0 (SflO.6)
LLSS3COO.QSC 1,4000.0.01,.S0.6,1.0 (SUf 06)
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LLSB=COO.BSC 14000,0.01,1 0.5.1.o (Sfl.6)
,1.0 doqmmlove dig. fm 1.1.
Page 42 of 52 GEODCPP.0130, Rev. 3 LL5SMCOO.QSC LL5EKCtfO1L L-L', SZT 5 KOTICO Seismic Coefficient Surface 3istory Time Step -
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Page 43 of 52 GEO.DCPP.01.30, Rev. 3 LL5SMCOO.DAT LL5gCcO0.DAT xu3uary of t anent deformation from Nwmmark's method all A.(g), Slip/Auz, slip D.ft). Azz Bealing F., fIl-0.03000 0.02965 0.4104Z+02 1.01137 1.00000 LLSBMC0O.QSC 0.04000 0.03953 0.34312+02 1.01187 1.00000 LL5SMCOO.QSC 0.05000 0.04941 0.2937Z.02 1.01187 1.00000 LLSSKCOO.QSC 0.06000 0.05930 0.2590Z+02 1.01187 1.00000 LLS5MCOO.QSC 0.07000 0.06911 0.2233Z102 1.01187 1.00000 LLS8MCOO.QSC 0.08000 0.07906 0.20293.02 1.01187 1.00000 LLSMCOO.QSC 0.09000 0.03994 0.1830Z.02 1.01137 1.00000 LL5(COO.QSC 0.10000 0.09383 0.16621+02 1.01187 1.00000 LL5SXCOO.QSC 0.11000 0.10871 0.15142.02 1.01137 1.00000 LLSSXCOO.QSC 0.12000 0.11359 0.13851Z02 1.01137 1.00000 LL5BXCOO.QSC 0.13000 0.12348 0.12732.02 1.01187 1.00000 LL58MCOO.QSC 0.14000 0.13833 0.11742.02 1.01187 1.00000 LL53XCOO.QSC 0.15000 0.14824 0.10341+02 1.01137 1.00000 LLSSKCOO.gSC 0.16000 0.15312 0.1003Z+02 1.01187 1.00000 LLSSKC00.QBC 0.17000 0.15801 0.92921.01 1.01187 1.00000 LL5SMCOO.QSC 0.12000 0.17739 0.3531Z+01 1.01137 1.00000 LLS8MCOO.QSC 0.190l 0
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Page 44 of 52 GEODCPP.01.30, Rev. 3 LLs6CL.* IP LLESMCOO.DLT LL6SXcOO.OSC s,7984,0.005,5.0.03,1.0 LSLONCO.QSC 5,7984,0.005,5,0.4, 1.0 (SM10.6)
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LL68XCOO.QSC (Sf10.6)
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LL6SXCOO.OSC 5,7984..00,5,.0.14.1.0 (Sf106)
LL6SXCOO.QOSC 5,7984..005,5,0.15,1.0 (Sfl.6)
LL6SXCOO.OSC 5, 79540.
0.05, 5.0.214,1.0 N~fleoQ LLCSXCOO.QSC 5,734,0.005,s,8.1.1.0 (Sf10.6)
LL6SXCOO.QSC 5,7984,0.005, 5,0.13, 1.0 (S10.6)
LLtSXCOO.OSC 5, 794 0.005
.0.2 1.0 (OflO.6)
LL6SXCOO.OSC 5,7984,0.005.5,0.2,1.0 (f10.6)
LL6SXCOO.OSC 5, 793840.0055,0.4251.0 (Sf10.6)
LL6SXCOO.OSC 5,7984,0.005.5.0.3,1.0 (SflO.6)
LL6SXCOO.SC 5,7934,0.005.5,0.4,1.0 (Sf10.6)
LL6SXCOO.OsC 5,7984,0.005, 5,0., 1.0 (Sf10.6)
LL6SXCOO.QSC 5,7284.0.0035,,0.5.1.0 SflOO6)
LL6SXCOO.OSC LL6SXCOO.OSC S75 s4,e.ee550.5
,l1.0
(;fl0.6) l.0 dfmeuslopo din. 9rcz F.S.
Page 45 of 52 GEODCPP.01.30, Rev. 3 LL6SMCOO.gSC LLWSMCPROFXZLZ L-L, SZS 6 4XOcN Blesmic Coefftcient Suface Nistozy Time Step -
0.005 SSc Surface 1
0.000000 0.000005 0.000032
-0.000003
-0.000353
-0.001549
-0.004411
-0.009027
-0.013208
-0.013332
-0. 007992 0.000086 0.006533 0.010140 0.013839 0.000000 0.000000 0.000001 0.000001 0.000007 0.000009 0.000012 0.000015 0.000035 0.000037 0.000038 0.000036
-0.000023 -0.000049 -0.000030 -0.00011O
-0.000445 -0.000546 -0.000463 -0.000797
-0.001300 -0.002079 -0.002318 -0.002728
-0.004910 -0.005439 -0.005394 -0.004573
-0.003646 -0.010254 -0.010142 -0.011403
-0.013510 -0.013740 -0.013892 -0.013959
-0.012946 -0.012470 -0.011908 -0.011263
-0.007041 -0.006054 -0.005040 -0.004010 0.001056 0.001988 0.002874 0.003715 0.007111 0.007638 0.008122 0.008569 0.010514 0.010903 0.011308 0.0.1740 0.014S71 0.015324 0.016153 0.017061 0.000002 0.000003 0.000019 0.000023 0.000032 0.000024
-0.000145 -0.000219
-0.000951 -0.001126
-0.003100 -0.003505
-0.007171 -0.007783
-0.011927 -0.012408
-0.013939 -0.013821
-0.010543 -0.00e732
-0.002972 -0.001937 0.004502 0.00523s 0.008917 0.009383 0.012206 0.012714 0.011049 0.013119 0.000004 0.000027 0.000013
-0.000213
-0.001325
-0.003942
-0.008404
-0.012138
-0.013626
-0.008199
-0.000915 0.005913
- 0. 009765 0.013272 0.020271
................... L8N1B SX12ND
-0.001133
-0. 000740 0.000472 0.001071 0.000307
-0.0000o4
-0.001050
-0. 001600
-0.001414
-0.000644 0.000247 0.000752
- 0. 000601
-0.000049
-0. 000794
-0.001094
-0.000811
-0.000183 0.000372
- 0. 000548
-0.001754 -0.001442
-0.000594 -0.000429 0.000593 0.000701 0.001034 0.001012 0.000723 0.000630
-0.000192 -0.000322
-0.001152 -0.001247
-0.001418 -0.001624
-0.001342 -0.001261
-0.000528 -0.000411 0.000340 0.000426 0.000771 0.000778 0.000539 0.000448
-0.000148 -0.000267
-0.000842 -0.000922
-0.001089 -0.001074
-0.000744 -0.000471
-0.000102 -0.000022 0.000419 0.000458 0.000538 0.000522
-0.001517 -0.001381
-0.000265 -0.000104 0.000797 0.000380 0.001067 0.001039 0.000529 0.000420
-0.000451 -0.000578
-0.001332 -0.001408
-0.001618 -0.001600
-0.001173 -0.001077
-0.000295 -0.000130 0.000504 0.000573 0.000775 0.000760 0.000391 0.000307
-0.000364 -0.000459
-0.000974 -0.001017
-0.001050 -0.001013
-0.000595 -0.000515 0.000055 0.000128 0.000431 0.000516 0.000500 0.000473
-0.001235 -0.001082 0.000052 0.000201 0.000349 0.001004 0.000938 0.000944 0.000306 0.000184
-0.000703 -0.000824
-0.001473 -0.002527
-0.001570 -0.001528
-0.000375 -0.000869
-0.000067 0.000042 0.000633 0.000483 0.000736 0.000700 0.000218 0.000125
-0.000551 -0.000638
-0.001051 -0.001073
-0.000977 -0.000329
-0.000433 -0.000350 0.000137 0.000261 0.000335 0.000546 0.000440 0.000403
-0.000923 0.000341 0.001045 0.000882 0.000063
-0.000940
-0.001543
-0.001476
-0.000753 0.000147 0.000723 0.000656 0.000029
-0.000719
-0.001089
-0.000873
-0.000267 0.000320 0.000550 0.000362
Page 46 of 52 GEODCPP.0130, Rev. 3 LL6SMCOO.DAT LL6OKCOO.DT smary of peruanent deforuation from Newmarkes method Slip A.(g), Slip/Am, Slip D.Cft), Amx, Scaling F., file 0.03000 0.03419 0.12556102 0.87745 1.00000 LLE2MCOO.OSC 0.04000 0.04s55 0.1344Z+02 0.87748 1.00000 LL69COO.QSC 0.05000 0.05690 0.1176X+02 0.87748 1.00000 LL6SXCOO.QSC 0.06000 0.06838 0.10372+02 0.87748 1.00000 LL68BCOO.QSC 0.07000 0.07977 0.92230+01 0.37748 1.00000 LL69KC0o.0SC 0.03000 0.09117 0.32023+01 0.87748 1.00000 LL6a(COO.QSC 0.09000 0.10257 0.73412+01 0.37743 i.@oooo LL6SMCOO.QSC 0.10000 0.11396 0.6775Z+01 0.37743 1.00000 LL6SMCOO.QSC 0.11000 0.12536 0.62413.01 0.0774s 1.00000 LL6IMCOO.QSC 0.12000 0.13675 0.57355+01 0.87748 1.00000 LL69MCOO.QSC 0.13000 0.14815 0.53061+01 0.87743 1.00000 LL62MCOO.QSC 0.14000 0.15955 0.49242+01 0.87748 1.00000 LL6SNCOO.QSC 0.15000 0.17094 0.45902+01 0.37748 1.00000 LL68MCOO.QSC 0.16000 0.18234 0.4294Z+01 0.87748 1.00000 LL6$MCOO.QSC 0.17000 0.19374 0.40212.01 0e.774s 1.00000 LL6SMCOO.QSC 0.13000 0.20513 0.37642+01 0.87743 1.00000 LLUS C00.03C 0.13000 0.21635 0.3529Z+01 0.37748 1.00000 LLtMXcO.QSC 0.20000 0.22792 0.3343X+01 0.87743 1.00000 LL63MCOO.QSC 0.25000 0.28491 0.25532+01 0.17748 1.00000 LL6SNCOO.QSC 0.32000 0.36468 0.1635201 0.37741 1.00000 LL6SNCOO.QSC 0.40000 0.45535 0.9174Z+00 0.87741 1.00000 LL62MCOO.QBC 0.43000 0.54702 0.4615Z+00 0.87748 1.00000 LL68KCOO.QSC 0.s000 0.5S6981 0.39SM320 0.87741 1.00000 LL6SNC0O.QBC 0.60000 0.63377 0.1450z+00 0.87748 1.00000 LL6SMCOO.oSC 0.70000 0.73773 0.34952-01 0.87748 1.00000 LL6mMC0O.QSC 0.30000 0.31170 0.2749Z-02 0.37743 1.00000 LL6SOCOO.QSC
Page 47 of 52 GEODCPP.01.30, Rev. 3 DOWS5. INP dC=5.qsC 324000.0.01,5,0.03.1.0 Wt12.1flO.6) dccs5.qsc (tu2,ltlO.s) dcM5.qgsc 3.40000.01,5e,0.05.1.0 Wt12,1f10.6)
(~msi.qtC 2,4000,0.01.5,0.06,1.0 dcsS
.qsc 3,4000.0.01.,5.0.07. 1.0 dcoS.qsc o4000o0.01,e5,e0.081.0 MILU.nO.6 dc5S. pc Mu2,10.6) dcMa5.qsc 2,4000.0.01,5,0.e0,1.0 (M2,1f10.6) dcS
.qvc
.4000.0.01.5,0.10,1.0 (12, f1.0 6) dcs 5.qsc 3.4000,0.01.5.0.11.1.0 Mt2,19flO.6) dcMS5.qNc 2.4000,*0.01.5.0 2.14.1.0 (tl2,lflO.g) dc(nS.qsc 3,4000,0.01,5,0.13,1.0 (t1.ltlO.6) d(mmS.qsc 3,4000,0.01,5,0.14.1.0 M211fno.9) dc(nS.qxc
,4000,0.01.5, 0.1,1.0 (tl2.lflO.6) dciiS.quc 2,4000,0.01.5.0.16.2.0 (t12,lflO.S)
(t12,1f0.6) dcm5 *.qc
,4000,0.01,5 0.2.1.0 (It2,1920.6) dcm=.qsc 3,4000.0.01.5,0.e1,1.0 (tU2,llO.6) dcms.qsc 3.4000,0.01,5.0.3,2.0 4t12,Mf 0.*6) dcenS.qsc 2,4000,0.01.5,0.33.1.0 (2,1210.6) dc(iS.qsc
,4000,0.01,5, 0.35,1.0 (2,1910.6) acmms3.qsc 3,4000,0.01.5.0.4,1.0 (112,1110.6) dcns5.qsc
,4000.0.8.1,.0.33,1.0 (tl2,lC.6) dc(nS.quc 3,4000,0.01, 5.0.4.1. 0 (112,1flo.6) dc3
.qsc 3,4000,0.01,5,0.8.1.0 (12,1210.6)
.1.0 dnlaps d-ie.
r~ T.s.
Page 48 of 52 GEODCPP.0130, Rev. 3 DCMMS5.QSC DCO(SsIPROWTLZ K-WI, Ucismic Coefficient Time-sec Block 1
0.00 o.eooooo 0.020 0.000000 0.030 0.000000 0.040 0.000000 0.050 0.000000 0.060 0.000001 0.070 0.000006 0.030 0.000013 0.s03 0.000054 0.100 0.000123 0.110 0.000223 0.120 0.000342 0.130 0.000406 0.140 0.000352 0.150 0.000123 0.140 -0.000125 0.170 -0.000407 0.130 -0.000668 0.130 -0.000303 0.200 -0.001171 ST 5 3MOTION ftrface Kiutoriss
. LMZS MPIM 39.310 33.320 39.830 39.840 39.850 33.860 33.170 33.880 33.830 33.300 39.310 39.320 33.J30 39.940 39.350 39.360 3.370
- 39.
80
- 39. *90 40.000 0.001033 0.001062 0.001098
- 0. 001150 0.001221 0.00130E 0.001402 0.001491 0.001564 0.00161t 0.001627
- 0. 001614 0.001579 0.001533
- 0. 001487 0.001451 0.001434 0.001438 0.001462 0.001497
Page 49 of 52 GEO.DCPP.0130, Rev. 3 DCSS5 *.DAT dcis5.DAs 1razy of Wermanait defoaatIan from Nemzark'a cethod Slip &.(g), 11ip/a=x Slip D.(ft).
ax, scaling F., file 0.03000 0.03219 0.38451+02 0.33193 1.00000 dcams.qzc 0.04000 0.04292 0.3211Z.02 0.93193 1.00000 dc5s.qsz 0.0000 0.05365 0.26761.02 0.93193 1.00000 dcmS.qsc 0.06000 0.06438 0.22541+02 0.93193 1.00000 tciS.qsc 0.07000 0.07511 0.1343Z102 0.93193 1.00000 dc ms.qsc 0.08000 0.08354 0.1690Z.02 0.93193 1.00000 dcm zS.qsc 0.03000 0.09657 0.14901.02 0.33191 1.00000 d35.qac 0.10000 0.10730 0.13231+02 0.33193 1.00000 dSm5.qsc 0.11000 0.11803 0.1176Z+02 0.93193 1.00000 dA S.qsc 0.12000 0.12877 0.10531+02 0.93123 1.00000 dc S.qsc 0.13000 0.13950 0.3457Z+01 0.93193 1.00000 deS5.qsc 0.14000 0.15023 0.85452+01 0.33193 1.00000 dnns5.quc 0.1000 0.16096 0.7741Z+01 0.93193 1.00000 dcs3.qsc 0.16000 0.17169 0.7010Z+01 0.33193 1.00000 dcs5.qsc 0.17000 0.18242 0.64311+01 0.93193 1.00000 ds S.qsc 0.13000 0.19315 0.3942Z+01 0.93193 1.00000 d
sS.qsc 0.19000 0.20385 0.14341.01 0.93193 1.00000 d
S.qxc 0.20000 0.21461 0.49631+01 0.93133 1.00000 6ca
.qSc 0.25000 0.26826 0.30921.01 0.33193 1.00000 dc S.qac 0.30000 0.32191 0.18671+01 0.93193 1.00000 dcs5.qxc 0.33000 0.35410 0.13621.01 0.93133 1.00000 dcms.qsc 0.35000 0.37557 0.11141.01 0.33133 1.00000 dcinS.qsc 0.40000 0.42922 0.64452+00 0.33133 1.00000 d0 S.qsc 0.30000 0.S3652 0.26743.00 0.93133 1.00000 dciS.qsc 0.60000 0.64383 0.9964Z-01 0.93193 1.00000 dciS.qsc 0.70000 0.71113 0.2598Z-01 0.93133 1.00000 dc 3S.quc 0.80000 0.58544 0.49532-02 0.93193 1.00000 dczS.qsc
Page 50 of 52 GEO.DCPP.01.30, Rev. 3 DCMINS6. NP dcms6.DT dcmug.qsc 3,7384,0.085,5.0.03.1.0 (t2.lflO.6) dcx6.qsc 3.7384,0.005.,0.04.1.0 (t12,1f10.6) dcs6
.qc 3,734.0.005,5,0.05,1.0 (t%2,lflO.f) dcm6.qsc 3,7984.0.0051o.0.09,1.0 t2.12.0.6) dcms6.qsc 3,7334,0.0055.0,.07.1.0 (t12,1f10.6) dcms.qsc 1.7984.4.00s.5,0.03.1.0
'tl2,1flO.6) dc6
.qsc 3.7934,0.005.5.0.09,1.0 (tl2,Lf1O.6) dc 6.qsc 3.734,0.005,5,0.10,1.0 (tl2,Ifne.S dc=6.qsc 3.7334,0.005.5.0.11.1.0 (tl2.1f10.S) ins6.qsc 3.734.e0.00s5,30.12.1.0 (tl2.1flO.6) dcms6.qsc 3,7984.0.005,5,0.13,1.0 (tl2.tfl1.6) dc=6.qgc 3.7384,0.005,5.0.14,1.0 Wt12,1910.6) dc6m
.qsc 3,7384.0.003,5,0.15.1.0 Ct22,1flO.6) dms6.qsc 3,7n34,0.005.e.0.16,1.0 (tl2.1flO.6) dcMM
.qsc 3,12S4.9.005,S.C.17,1.0 (tili.fle.6) dcm6.qsc 3.734,0.005.,50. 1,1.0 Mt12,110.6) dcms.qsc 3,7334,0.005.5.0.13,1.0 (t12,1110.6) dcmm.qsc 3.7384,0.005.5.0.2,1.0 Mt12,1f10.6) dcmx.qsc 3.7384,0.005.,0.25,1.0 (t12,1fl0.6) dcm 6.qsc 3.7934,0.00,5,.0.3,1.0 Etll,1t10.6) dc 6.qsc 3,7984,0.005.5,0.35,1.0 ftl2,lfl*.S) dc46.qsc 3, 7334,0.005.3.00.45.1.0 Mt2.1910.6) dCMu6.qac 3,7384,0.005e.S04,1.0 Mt2,ltlO.6) dms6.qsc 3,7384,0.0054A.S..0 (t2l,1no0.9) dcms6.qsc 3,7334.,0.05,5,0.7,1.0 (tl2,111O.6) d6ig.qxc (tl2.lflo.g) dcM6.qsC 3,7134,0.005.5,0.1,1.0 (t12,1110.6) 31.0 ddnslcpe dis.
- rz F.t.
Page 51 of 52 GEO.DCPP.01.30, Rev. 3 Attacbment 8 DClMS6.QSC DMO=6 srFILZ K-K, SET 6 K* ON giumic Coafficient surface zistorios Tim-coc Block 1
0.005 0.000000 0.010 0.00ooo0 0.025 0.000000 0.030 0.000000 0.035 0.0000co 0.040 0.000000 0.045 0.0000e 0 0.055 0.000000 0. 060 0.000000 0.065 0.000000 0.070 -0.00001 0.075 -0.000004 0.010 -0a000010 0.015 -. 0000o24 0.09
-0.000049 0.100 0.e000154 LDZ m=
39.105 -0.000256 39.911 000256 39.615 -0.000255 39.825 -0.000253 39.525 -0.000251 39.630.0.000247 33.s35 -0.000242 39.640 -0.000236 39.845 -0.000229 39.950 -0.000222 39.655 -0.000214 39.6 0205 39.665 -0.000197 39.870 -0.000111 39.875 -0.000179 39.810 -0.000171 39.815 -0.000162 39.890 -0.000155 39.895 -0.000147 39.900 -0.000141 39.305 -0.000135 39.910 -0.000130 39.915 -0.000126 39.920 -0.000123
Page 52 of 52 GEO.DCPP.0130, Rev. 3 Attacbment 8 DCM C6
.DAT dss6.
DAT Sumay of eramaaent deformation frbm 7ewmark's method Slip A (g) lpBIWax.
Blip D.(ft). Am, scaling F., file 0.03000 0.03393
- 0. l11.+02 0.8239 1.00000 dcmms6.qsc 0.04000 0.04S30 0.1415Z+02 0.88298 1.00000 dcmms6.qsc 0.05000 0.05663 0.12573,02 0.88298 1.00000 dcumas.qsc 0.06000 0.06735 0.11212i02 0.88298 1.00000 dkmnS.qsc 0.07000 0.07928 0.10033+02 0.88298 1.00000 dckmga.qsc 0.08000 0.0060 0.8933Z+01 0.88298 1.00000 dca6.gsc 0.09000 0.10193 0.80773.01 0.18298 1.00000 dl6C.qsc 0.10000 0.11325 0.72693.01 0.88298 1.00000 dzmmsS.qxc 0.11000 0.12458 0.65171+01 0.88231 1.00000 dcimsg qsc 0.12000 0.13590 0.8333,01 0.88298 1.00000 dla6.qsc 0.13000 0.14723 0.3335Z+01 0.18298 1.00000 dmmns6.qxc 0.14000 0.15855 0.49452+01 0.88298 1.00000 d-mC6.qsc 0.15000 0.16988 0.4600Z+01 0.88238 1.00000 d-m-C6.qsc 0.16000 0.18120 0.42823+01 0.88298 1.00000 dc ms6.qsc 0.17000 0.13253 0.40042+01 0.88298 1.00000 dcsC6.qsc 0.l8000 0.20386 0.37512+01 0.88298 1.00000 dcmmz6.qsc 0.19000 0.21518 0.3515Z+01 0.8u298 1.00000 da6.qs c
0.20000 0.22651 0.3292Z+01 0.88298 1.00000 dcms6.qsc 0.25000 0.28313 0.24033+01 0.88298 1.00000 dc9s6.qqc 0.30000 0.33976 0.17992.01 0.18298 1.00000 dcmas6.qsc 0.33000 0.37373 0.15012+01 0.88298 1.00000 dkmsg.qsc 0.3S000 0.33639 0.13271+01 0.88298 1.00000 dckmJ6.qsc 0.40000 0.45301 0.95463+00 0.88238 1.00000 dixms6.qzc 0.50000 0.56626 0.46125+00 0.88298 1.00000 dcmms6.qxc 0.60000 0.67952 0.24231+00 0.88298 1.00000 dAm6.qsc 0.70000 0.79277 0.98562-01 0.88298 1.00000 d==s6.qsc 0.80000 0.90602 0.15923-01 0.88298 1.00000 dzmms6.qsc
ATTACHMENT 7-2
Page 1 of 39 GEO.DCPP.01.29, Rev. 3 PACIFIC GAS AND ELECTRIC COMPANY GEOSCIENCES DEPARTMENT CALCULATION DOCUMENT Calculation Number: 29 Calculation Revision: 3 Calculation Date: 03/17/2003 ITR Verification Method: A 1.0 CALCULATION TITLE:
DETERMINATION OF SEISMIC COEFFICIENT TIME HISTORIES FOR POTENTIAL SLIDING MASSES ALONG DCPP ISFSI TRANSPORT ROUTE 2.0 SIGNITURES Printed Name VERIFIED BY:
Scu Printed Name APPROVED BY: 411Ai Printed r~ame DATE Organization DATE 3
47/
Organization DATE -
Organization
'T qh/olo)
I
Page 2 of 39 GEO.DCPP.01.29. Rev. 3 3.0 RECORD OF REVISIONS Rev.
Revision Reason for Revision No.
Date 0
Initial Issue 11/21/01 Revised to address comments from 6/4/2002 NQS Assessment Report 01339023.
I Removed superseded figures from attachments.
06/25/02 Added new attachments (e.g. list and excerpts of input and output files).
Numerous editorial changes.
Replaced CD containing revised README file. Edited page 12 of 2
calculation to show revised CD label. Edited page 72 show only 12r20/02 input/output files and executable on CD.
- 1. Add analyses for a new section M-M' along the transport route.
- 2. Re-calculate seismic coefficient using updated version of QUAD4MU (replaced average acceleration method used in revision I and 2) for cross sections L-L', M-M' and E-E'.
3
- 3. Attachments 1 through 9 are copied from GEOJDCPP.01.29, revision 03/17/03 1, no changes were made in these Attachments.
- 4. Attachment 10 is new for this revision which includes excerpts of files used for the seismic coefficient calculations for sections L-L',
M-M' and E-E'.
I I
I
Page 3 of 39 GEODCPP.01.29. Rev. 3 4.0 PURPOSE The purpose of this calculation package is to provide the seismic responses and seismic coefficient time histories for potential sliding masses along DCPP ISFSI transport route.
The calculations reported in this package were performed in accordance with the requirements of Geomatrix Consultants, Inc. Work Plan, Revision 2 (dated December 8, 2000), entitled "Laboratory Testing of Soil and Rock Samples, Slope Stability Analyses, and Excavation Design for Diablo Canyon Power Plant Independent Spent Fuel Storage Installation Site" for sections L-L', E-E' and D-D' along the transporter route as identified in in calculation package GEO.DCPP.01.21 and GEO.DCPP.01.28, revision 3 (section M-M').
In response to PG&E AR A0574914, the analysis of a fourth section (Section M-M')
representing the northern end of the transporter route was made. In addition, all cross sections were re-analyzed using the boundary force approach to calculate the corresponding seismic coefficient time histories of the sliding masses.
These analyses included two-dimensional finite element analyses of the representative sections along the transport route. Dynamic analyses were performed at these sections for two purposes: (a) to estimate earthquake-induced seismic coefficients within the profiles for evaluating the stability of typical slopes along the transport route at the full level of ISFSI design ground motions; and (b) to estimate rock-to-soil amplification of ground motions at full and reduced levels of ground motion.
5.0 ASSUMPTION
- 1. All sections were analyzed using two-dimensional cross sections. It is considered as a reasonable approximation for the DCPP site.
- 2. The response of a potential slide mass during the strong shaking can be reasonably represented by the seismic coefficient time history computed by dividing the I
Page 4 of 39 GEO.DCPP.0129, Rev. 3 summation of the boundary forces time histories acting on the block by the corresponding mass of the slide.
6.0 INPUTS
- 1. Plan and three cross sections along the transport route (Sections D-D', E-E', L-L', and M-M') from calculation package GEO.DCPP.01.21.
- 2. Plan and cross sections M-M' along north end of transport route from calculation package GEODCPP.01.21, and.GEO.DCPP.01.28, revision 3.
- 3. Five sets of rock motions originating on the Hosgri fault: Transmittal from PG&E Geosciences dated September 28, 2001 (Attachment 2).
- 4. Azimuths of three cross-sections along transporter route: Transmittal from PG&E Geosciences, dated November 12, 2001 (Attachment 1).
- 5. Orientation (azimuth) of the strike of the Hosgri fault: Transmittal from William Lettis
& Associates dated August 23, 2001 (Attachment 4, as confirmed in Attachment 7).
- 6. Direction of positive fault parallel component on Hosgri fault (Attachment 6).
- 7. Rotated motions from Sets 5 and 6, from calculation package GEODCPP.01.30.
- 8. Reduced peak bedrock acceleration of 0.15g: Transmittal from PG&E Geosciences dated May 28, 2002 (Attachment 9).
- 9. Rock properties for dynamic analyses (Attachment 8).
Selection of Sections for Dynamic Finite Element Analyses Four cross sections along the transport route (Sections D-D', E-E', L-L' and M-M') were considered (see calculation package GEO.DCPP.01.21, and GEO.DCPP.01.28, revision 3).
These are the powerblock section (section L-L'), the warehouse section (section D-D'),
and the parking lot section (section E-E'). The north end of transporter route (section M-M') represents the typical section along the transport route that overlies bedrock. Analysis for this section was performed to address concerns raised by NRC reviewers regarding potential sliding of bed rock masses along clay beds. The powerblock section L-L' represents the typical slope profile above power block units 1 and 2. This section also has a thick colluvium deposit on the slope, and was selected for the dynamic analyses to estimate the seismic amplification effects along the colluvium slope. The parking lot I
Page 5 of 39 GEO.DCPP.01.29, Rev. 3 section E-E', between elevation 180 feet and 220 feet, is generally similar to the profile in the vicinity of the transport route at section D-D' (the warehouse section). Section E-E' also has a thicker colluvium deposit than that at section D-D', and was selected for the dynamic analyses. It is estimated that seismic amplification effects at section E-E' would be higher than those at section D-D'.
Dynamic Properties for Finite Element Analyses Properties required for the dynamic finite element analyses include the unit weight, Poisson's ratio, shear modulus at low shear strain, G., and relationships describing the modulus reduction and damping ratio increase, with increasing shear strains.
Unit weights Unit weights of rock mass were based on field investigations for the ISPSI site as reported in Attachment 6. The unit weights for the colluvium fan underlying the slope above Unit 2 (sections LL' and M-M'), and the marine terrace deposit underlying the colluvium at sections D-D' and E-E', are reported in calculation package GEODCPP.01.28, revision 3.
These unit weights, along with associated shear strengths, are presented in Table 1.
Shear Wave Velocity and Shear Modulus at Low Strain Shear modulus values at low strain (G,,) can be measured in the laboratory using resonant column tests, obtained from field shear wave velocity measurements, or estimated using published correlations with other properties, such as shear strength. When available, estimates of G.
based on field shear-wave velocity measurements are preferable to laboratory test data. The shear modulus at low strain is related to the shear wave velocity by the following relationship:
G = L(V, g
where: G.
= shear modulus at low strain y
= unit weight of material g
= acceleration due to gravity V5
= shear wave velocity I
Page 6 of 39 GEO.DCPP.0129, Rev. 3 Results of shear wave velocity measurements performed in rock at the power block area are presented in Attachment 8, from the Long Term Seismic Program report and related responses to questions from the NRC. Based on the results of these investigations, a shear-wave velocity distribution with depth, along with associated Poisson's ratios, was selected for use in the dynamic analyses, and is shown in Table 2. These shear wave velocity values are also indicated on the finite element representations for sections L-L', M-M' and E-E' in Figures 1, 2 and 3, respectively. The shear wave velocity in the upper 15 feet was conservatively reduced from the value of 2600 fps listed in Attachment 8, to a value of 2000 fps based on judgment. Shear wave velocities for the Pleistocene colluvium were estimated based on published correlations between G.
and shear strength (Egan and Ebeling, 1985) and the above relationship between G,. and Vs. For shear strength of 3000 psf, G. varies between 1500 and 2200 ksf (Figure 3 of Egan and Ebeling), and Vs varies between 1130 and 1350 fps, averaging about 1200 fps. Velocities for the Pleistocene marine terrace sands and gravels were estimated from Seed and Idirss (1970) for sand and Seed et al. (1986) for well-graded gravel. For dense sand and gravel, the K2.,.,
was estimated as 70 to 120, so that the average shear wave velocity for the Pleistocene marine terrace sands and gravels was chosen as 1200 fps. Values of Poisson's ratios for the Pleistocene soils are commonly used for soils under unsaturated condition.
Modulus Reduction and Damping Relationships with Strain In the iterative equivalent-linear procedure used in QUAD4MU, relationships of the variation of modulus reduction factor and damping ratio with shear strain are used to select strain-compatible shear moduli and damping ratios for each element. The variation of shear modulus reduction factor and damping ratio with shear strain for rock in the vicinity of the power block area was estimated on the basis of cyclic triaxial and resonant column tests performed on rock cores in 1978. The data are presented on Figures 4 and 5, from, for the modulus reduction factor and damping ratio, respectively. The modulus reduction curve shown on Figure 4 (identified as rock curve from the manual of the program SHAKE) was selected for the current analysis, and roughly corresponds to the middle of the range obtained from tests on the DCPP rock cores shown on Figure 5 (reported in the LTSP 1989 report). For the variation of damping ratio with shear strain, I
Page 7 of 39 GEODCPP.01.29, Rev. 3 the curve defining the lower bound of the shaded zone for the DCPP rock, was selected for use in the current analysis. Modulus and damping curves for the Pleistocene colluvium and marine terrace deposits were based on relationships for similar soils published in the literature. These relationships are also listed in Table 2.
7.0 METHOD AND EQUATION
SUMMARY
Earthquake-induced seismic coefficient time histories (and their peak values km,,) for potential sliding masses within the selected profiles were computed using the two-dimensional dynamic finite element analysis program QUAD4MU (the updated version of QUAD4M, Hudson and others, 1994). This is a time-step analysis that incorporates a Rayleigh damping approach, and allows the use of different damping ratios in different elements. The program QUAD4M and the updated version QUAD4MU were verified in calculation package GEO.DCPP.01.34, revision 3 and revision 4, respectively. The seismic response parts of the two programs are identical. However, the seismic coefficient calculation function used in QUAD4MU was based on summation of forces acting on the boundaries defining potential slide masses in the finite element mesh as detailed in its user manual. This calculation approach is consistent with that requested by NRC reviewer and the option in QUAD4MU was specifically verified in GEO.DCPP.01.34, revision 4.
The program uses equivalent linear strain-dependent modulus and damping properties and an iterative procedure to estimate the non-linear strain-dependent soil and rock properties.
Selection of Input Motions Geosciences department of PG&E developed five sets of possible earthquake rock motions for the ISFSI site (Attachment 2 as confirmed in Attachment 3) to be used as input to the analyses. These motions are estimated to originate on the Hosgri fault about 4.5 km west of the plant site. Both fault normal and fault parallel components were determined for each of the five sets of motions. The fault parallel component incorporated the fling effect and its positive direction was specified in the southeasterly fault direction (see Attachment 5, as confirmed in Attachment 6). The fault normal component has a direction normal to the fault, and its polarity can be either positive or negative depending on the assumed location of the initiation of the rupture. Based on Attachments 1 and 4 (as confirmed in Attachment I
Page 8 of 39 GEODCPP.01.29, Rev. 3 7), the direction of movement along cross section L-L' (which as shown in Figure 5 has an azimuth of 67 degrees) is 91 degrees (counter-clock wise) from the direction of the strike of the Hosgri fault. The fault normal component can be at + 90 degrees from fault parallel direction, that is 91+90 = 181 (or 91-90 = 1) degrees from the direction of section L-L'.
From these relations, the ground motion component along section L-L' can be determined from the specified components along the fault normal and fault parallel directions. Similar computations are made for section M-M' and E-E'. Section M-M' is about 100 degrees (counter-clock wise) from the direction of the strike of the Hosgri fault. Section E-E' has an azimuth of 35 degrees, and thus is 123 degrees (counter clock wise) from the direction of the positive fault parallel component of the Hosgri fault. The computed motion along the directions of sections L-L', M-M' and E-E' will be referred to as the rotated components.
The rotated component along each of the specified section is the sum of the projections of the fault normal and fault parallel components along the direction of the section (Figure 6).
The formulation is as follows:
Rot+ = F, cos(O) + FN sin(o) and Rot = Fp cos(4)) - FN sin(¢)
in which the Fp and FN are fault parallel and fault normal components of the acceleration time-histories, Rot' is the component along the section when considering the positive fault normal component, and Rot is the component along the section when considering the negative fault normal component. 4) is the angle between up-slope direction of the section analyzed and the fault parallel direction (to the southeast). The five sets of earthquake motions on the Hosgri fault are now rotated to earthquake motions along the up-slope direction of cross sections L-L', M-M' and E-E'. For a given angle between the analyzed section and the fault direction, there are 10 rotated earthquake motions, because for each set, the positive and negative directions of the fault normal component are considered separately.
I
Page 9 of 39 GEODCPP.01.29, Rev. 3 The response of the slopes were computed using, as input, control motions specified at the horizontal ground surface in the free field away from the toe of the slope. The originally developed five sets of earthquake motions (sets 1, 2a, 3, 5, and 6) all fit the ISFSI design spectrum. These motions were first rotated to the directions of the two cross sections analyzed as described above. Then, approximate earthquake-induced displacements were initially computed for each set using a rigid sliding block model based on the Newmark approach (see calculation package GEO.DCPP.01.30). The set of rotated motions that produced the highest deformation in the rigid sliding block analysis was selected as input motions for the two-dimensional dynamic response analyses. For a representative yield acceleration of 0.5g (based on the results from calculation package GEO.DCPP.01.28 for sections E-E', L-L' and D-D'), and a yield acceleration of about 0.3g for section M-M' from the same calculation package, rotated motions from sets 5 and 6 (both with a negative fault normal component) provided the greatest deformation. Thus, two ground motion sets (5 and 6) were selected as the input motions and used for the dynamic analyses. The results of the dynamic response analysis as described in this calculation and the subsequent deformation analyses (described in calculation package GEO.DCPP.01.30) indicated that the input motion for set 5 produced the largest deformations of the two sets. Accordingly, the detailed results for ground motion set 5 are only presented in this calculation. However, because the direction of section L-L' is 91 degrees from the direction of the fault, the rotated component along this section is almost identical to the fault normal component (with a reversed polarity).
The rotated acceleration time histories (from set 5) along the directions of sections L-L',
M-M' and E-E' are presented in Figures 7, 8 and 9, respectively. The positive values indicate motions in the up-slope direction of the section. The acceleration response spectra of the two motions are presented on Figures 1O, 1 I and 12, for sections L-L', M-M' and E-E', respectively. In these two figures, the response spectra of the original fault normal and fault parallel components of set 5 are also shown for comparison. The rotated motions along the sections show some variations from the originally developed fault normal and fault parallel components.
I
Page 10 of 39 GEO.DCPP.01.29, Rev. 3 Because the base of the finite element mesh is at a depth of about 300 feet, and because the QUAD4MIJ program only allows the input motion to be applied at the base, the base motion was first computed by deconvolving the surface ground motion. The control motions specified at the ground surface (in the free field beyond the toe of the slope) were, deconvolved using a one-dimensional wave propagation analysis, SHAKE (Geomatrix version, 1995, see SOFIWARE section), to obtain input motions at the level of the base of the two-dimensional finite-element model. Calculation package GEO.DCPP.01.34 shows that, when using the base motion developed from SHAKE, the program QUAD4MU can produce reasonably similar surface ground motions in the free field. This calculation package verified that the deconvolved motions could be specified as input (outcropping) motions at the base of the two-dimensional model. The rock below this depth was modeled as elastic half-space that has the same shear wave velocity as the rock just above it.
Finite Element Model and Boundary Conditions Finite element representations of the slope profiles along sections L-L', M-M' and E-E' are shown in Figures 1, 2 and 3, respectively. The minimum thickness of the mesh layer (8 feet) was selected to allow propagation of shear waves having frequencies up to 25 Hz.
The bedrock underlying the slopes was modeled to a depth of about 300 to 400 feet below the horizontal firee field near the toe of the slope. The base of the finite element mesh is treated as an elastic half space. For the nodes at the two lateral boundaries, the dynamic displacement is only allowed in the horizontal direction when the horizontal input motion is applied at the base. A better choice is to use transmitting boundaries on both sides to avoid wave reflections from the vertical boundary. However, the program QUAD4MIJ does not have this option. In order to avoid unrealistic reflections from the lateral boundaries, the lateral boundaries were extended horizontally to a significant distance on both sides of the transport route. The finite element mesh was extended in the horizontal free field, a distance of about 400 to 700 feet from the toe of the slope for the three sections. In the up-slope direction, the profiles were modeled for a distance of about 600 to 1 100 feet beyond the edge of the transport route (Reservoir Road). Beyond that point, the ground surface was leveled-off and extended horizontally to additional distances where the lateral boundary was placed. Because the response is only needed for potential sliding I
Page 11 of 39 GEO.DCPP.01.29, Rev. 3 masses in the vicinity of the transport route, the laterally extended portion of the mesh need not accurately match the topography beyond a distance of several hundred feet from the edge of Reservoir Road. The extended boundary is used only to improve the numerical accuracy of the response in the immediate vicinity of the transport route, and not to model the response of the entire hillside.
8.0 SOFTWARE Computer program QUAD4MU was verified in calculation package GEODCPP.01.34, revision 4. In applying the program to compute seismic coefficient time histories for sections L-L', M-M' and E-E', the coordinate system, and the procedure to define a sliding block are in compliance with the 'LIMITATIONS' stated in calculation package GEO.DCPP.01.34, revision 4. Computer program SHAKE (Geomatrix version, 1995) was verified in calculation package GEO.DCPP.02.02. A list of the QUAD4MU and SHAKE input and output files included on the enclosed compact disc is attached (Attachment 10).
Key excerpts of files are also attached.
9.0 BODY OF CALCULATION The input information was incorporated into input files for program QUAD4MU as listed in the Attachment 10 and contained in the CD for this calculation package. The critical sliding surfaces for the three sections analyzed (L-L', M-M' and E-E') were those determined from calculation package GEO.DCPP.01.28, revision 3. These sliding blocks were approximated by elements and its boundaries. The seismic coefficient computation was performed by executing the program QUAD4MU on PC's under the DOS window.
10.0 RESULTS AND CONCLUSIONS Response at ISFSI Design Ground Motion Levels The results of the dynamic analyses provide a distribution of the earthquake-induced accelerations at all nodal points of the modeled slope profile. The analyses also provide estimates of the seismic coefficient time histories within specified potential sliding masses.
I
Page 12 of 39 GEO.DCPP.01.29, Rev. 3 Using the rotated input motion developed from set 5, peak accelerations within the slope (in the vicinity of the transport route) were computed for sections L-L' and E-E' only. The contours of peak accelerations in the soil deposit are presented in Figures 13 and 14 for sections L-L' and E-E', respectively. As expected, the input motion was significantly amplified in the colluvium deposit within the slope, with computed peak surface accelerations of about 1.7g and 2.Og for sections LL' and E-E', respectively. The response at section M-M' resembles that of the input time history more than those computed for Sections L-L' and E-E' because the material underlying the transport route is mostly rock.
Specified potential sliding masses as shown in Figures 15, 16 and 17, for the three sections analyzed. These sliding masses have the least computed yield accelerations as estimated from calculation package GEO.DCPP.01.28, revision 3. Seismic coefficient time histories were computed using QUAD4MU for each potential sliding mass at sections L-L', M-M' and E-E' for input motions set 5 and set 6. Figure 18 presents seismic coefficient time histories computed from input motion of set 5. The computed peak values of the seismic coefficient time histories for the set 5 motion (for sections overlain by softer colluvium) are of the order of 0.93g to 1.0g, and show an amplification of peak acceleration of about 20 percent compared to the input bedrock motions. The time histories shown in these figures will be used to estimate earthquake-induced deformations within these potential sliding masses as described in calculation package GEOXDCPP.01.30, revision 3.
Response at Reduced Ground Motion Levels Dynamic analyses similar to those described above were performed, but in this case the ISFSI design rock motions were scaled to a peak acceleration of 0.15g (Attachment 9) and for sections L-L' and E-E' only. The computed peak accelerations along the surface of the slope are presented in Figures 19 and 20 for sections L-L' and E-E' respectively. The input motions were amplified mainly in the colluvium zones along the slopes of both sections.
The greatest computed surface accelerations are of the order of 0.26g and 0.31g at sections I
Page 13 of 39 GEO.DCPP.01.29, Rev. 3 L-L' and E-E', respectively. For comparison, the computed peak surface accelerations for the response using the full design input motions are also shown in Figures 19 and 20.
Amplification factors for peak accelerations along the slope surface (normalized to the peak input bedrock acceleration in the free-field) were computed for the two slope surfaces and are presented in Figures 21 and 22 for section L-L' and EE', respectively. For section L-L', the maximum amplification factor is less than 2. For section E-E', the maximum amplification factor is less than 2.2. For comparison, amplification factors were also computed for the response using the full design input motions and are shown by solid lines in Figures 21 and 22. The maximum amplification factors for the full ground motions are of the same order of magnitude as those computed using reduced input motion with peak acceleration of 0.15g.
Because the computed peak accelerations for the reduced input motions are lower than the estimated yield accelerations for the potential sliding surfaces (computed in calculation package GEODCPP.01.28, revision 2), the expected earthquake-induced displacements will be negligible. Accordingly, there was no need to compute the corresponding acceleration time histories for potential sliding masses for this level of input motion.
11.0 LIMITATIONS Seismic response of the transport route traversing colluvium and rock are reasonably captured by the dynamic response analysis of sections D-D', E-E', L-L' and M-M' presented in this calculation package.
12.0 IMPACT EVALUATION The computed seismic coefficient time histories are the basis for the evaluation of earthquake induced deformation at the transporter route. The results of this calculation are used subsequently in calculation package GEODCPP.01.30, revision 3.
13.0 REFERENCES
I
Page 14 of 39 GEO.DCPP.O1 29, Rev. 3
- 1.
Egan, J.A. and Ebeling R.M., 1985, Variation of small-strain shear modulus with undrained shear strength of clays, Second International Conference on Soil Dynamics and Earthquake Engineering, pp. 2-27 to 2-36.
- 2.
Geomatrix Consultants, Inc. Work Plan, Laboratory Testing of Soil and Rock Samples, Slope Stability Analyses, and Excavation Design for Diablo Canyon Power Plant Independent Spent Fuel Storage Installation Site, Revision 2, dated December 8, 2000.
- 3.
Geosciences Calculation Package GEO.DCPP.01.21, revision 2, Analysis of Bedrock Stratigraphy and Geologic Structure at the DCPP ISFSI Site.
- 4.
Geosciences Calculation Package GEODCPP.01.28, revision 2, Stability and Yield Acceleration Analysis of Potential Sliding Masses Along DCPP ISFSI Transport Route.
- 5.
Geosciences Calculation Package GEODCPP.01.30, revision 2, Determination of Potential Earthquake-Induced Displacements of Potential Slides Masses Along DCPP ISFSI Transport Route (Newmark Analysis).
- 6.
Geosciences Calculation Package GEO.DCPP.01.34, revision 3, Verification of QUAD4M computer code.
- 7.
Geosciences Calculation Package GEODCPP.02.02, revision 0, Verification of computer code SHAKE.
- 8.
Geomatrix, 1995, SHAKE.
- 9.
Hudson, M., Idriss, IM. and Beikae, M, 1994, QUAD4M (program and User's manual) Center for Geotechnical Modeling, Department of Civil & Environmental Engineering, University of California, Davis, California.
- 10.
PG&E, 1988, Diablo Canyon Long Term Seismic Program, Response to NRC Question 19 dated December 13.
- 11.
Vucetic, M., and Dobry, R., 1991, Effect of soil plasticity on cyclic response:
Journal of Geotechnical Engineering, American Society of Civil Engineers, v. 117, Paper No. 25418
- 12.
Seed, H. B., and Idriss, I. M., 1970, Soil moduli and damping factors for dynamic response analyses: Report No. EERC 70-10, Earthquake Engineering Research Center, University of California, Berkeley.
- 13.
Seed, H.B., Wong, R.T., Idriss, I.M., and Tokimatsu, K., 1986, Moduli and damping factors for dynamic analyses of cohesionless soils, Journal of Geotechnical Engineering, ASCE, Vol.112, No.GTl 1, pp.1016-1032.
I
Page 15 of 39 GEO.DCPP.01.29, Rev. 3 14.0 ATTACHMENTS
- 1.
617/02, PG&E Geosciences, Robert K. White, Re: Determination of azimuths for cross-sections D-D', E-E', and L-L' for DCPP ISFSI transport route stability analyses
- 2.
09/28/2001, PG&E Geosciences, Robert K. White, Re: Confirmation of transmittal of inputs for DCPP ISFSI slope stability analyses.
- 3.
10/31/01, PG&E Geosciences, Robert K. White, Re: Confirmation of preliminary inputs to calculations for DCPP ISFSI site.
- 4.
08/23/2001, William Lettis & Associates, Inc., Jeff Bachhuber, Re: Revised Estimates for Hosgri Fault Azimuth, DCPP ISFSI Project.
- 5.
10/18/2001, PG&E Geosciences, Joseph Sun, Re: Positive direction of the fault parallel component time history on the Hosgri fault.
- 6.
10/25/2001, PG&E Geosciences, Robert White, Re: Input parameters for calculations,
- 7.
11/1/2001, PG&E Geosciences, Robert White, Re: Confirmation of additional inputs to calculations for DCPP ISFSI site.
- 8.
5/29/02, PG&E Geosciences, Robert K. White, Re: Transmittal of PG&E August 1989 response to NRC question 12 of 1 June 1989.
- 9.
5/28/02, PG&E Geosciences, Robert K. White, Re: Transmittal of additional inputs for DCPP ISFSI transport route analysis.
- 10.
List of input and output files on enclosed CD ROM and key excerpts from files.
It.
CD, entitled. GEO.DCPP.01.29, rev. 3, Dated 03/17/2003.
I
Page 16 of 39 GEODCPP.01.29, Rev. 3 TABLE 1 SOIL PARAMETERS FOR STABILITY ANALYSIS SLOPE SECTIONS D-D', E-E', L-L' AND M-M' From calculation GEODCPP.01.28 I
Geologic Description Density Shear Strength Unit**
In-Place, pdf Parameters af Artificial fill 115 S. = 3000 psf oc. Ohf Quaternary colluvial fan, Holocene 115 Su = 1500 psf alluvial fan Qpf Pleistocene colluvium 115 S. = 3000 psf Qptm Pleistocene marine terrace deposits 130 c = O psf, 4 = 400 TOfb Miocene Obispo Formation 140 c = 4000 psf; 4 = 350 Cross sections shown in GEODCPP.01.21 and GEODCPP.01.28, revision 3.
I I
Page 17 of 39 GEO.DCPP.01.29, Rev. 3 TABLE 2 I
MATERIAL PROPERTIES FOR DYNAMIC FINITE ELEMENT ANALYSIS, SLOPE SECTIONS L-L', M-M' AND E-E' DIABLO CANYON POWER PLANT I
Layer Unit Shear Poisson's Modulus and Damping Material and Weight Wave Ratio Relationships Thikness' (pci)
Velocity (h)
(fps)
Qpf - Pleistocene Surface layer 115 1200 0.35 Clay (PI=15),
Colluvium Vucetic & Dobry,19912 Qptmn - Marine between Qpf 130 1200 0.35 Sand (Upper Bound Modulus and Tenrace Deposit and Tofb Lower Bound Damping),
Seed & Idriss,19703 Tofb -Obispo below Qpf and 140 2000 0.4 Rock, LTSP SSI analysis, Formation Qtm, h=15 feet PG&E, 1988 Bedrock Obispo Formation h=20 feet 140 3300 0.4 Same Bedrock Obispo Formation h=125 feet 145 4000 0.37 Same Bedrockl Obispo Formation h=100 feet 150 4800 0.35 Same Bedrock Obispo Formation h=200 feet 150 5900 0.22 Same Bedrock Elastic Half Space below 150 5900 linear Elevation.
- 300 feet
' Thickness below horizontal ground surface in free field 2 Vucetic, M., and Dobry, R., 1991, Effect of soil plasticity on cyclic response: Journal of Geotechnical Engineering, American Society of Civil Engineers, v. 117, Paper No. 25418 3 Seed, H. B., and Idriss, I. M., 1970, Soil moduli and damping factors for dynamic response analyses: Report No. EERC 70-10, Earthquake Engineering Research Center, University of California, Berkeley.
Final report of the long term seismic program submitted by PG&E to the NRC. On July, 1988.
I
(
C
(
to' 2.04r-Show Sftrn (%)
le le tort 1
11 Figure A Varation of shear modulus with shear strain for the site rock based on 1978 laboratory test data.
4
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- 6 to S
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0 0 0 a
Figure X Variation of damping ratio with shear strain for the site rock based on 1977 laboratory test data.
5 OA) 00 a..
q w'D
Page 23 of 39 GEO.DCPP.01.29, Rev. 3 N
Section E-E' Az= 350 Az= 3380 Section M-M' Az= 58°
.e Section L-L'
<rfi= 67 N
/
Motion, A Figure %t Orientations of Section E-E', Section L-L', Section M-M' and Hosgrl Fault.
6
(.
1.0
= 0.5 CD 0
0 0.0 0
-0.5
-1.0 1.0 c 0 goo 0D 8-0.5
-1.0 1.0 C 0.5 0
0 8-0.5
-1.0 0
10 20 30 40 0
10 20 30 40 0
10 20 30 Time (second) 40
. IQ 4 0 ° b
w w
an Figure 7. Acceleration time histories of fault normal, fault parallel, and rotated L-L' componenets of Set 5.
(
C
(
1.0 _
0"O 0.5 -
C0.0-0
§-0.5 _
-1.0 0
1.0 _
' 0.5 -
0 0.0 i 0
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-1.0 0
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0 i 0.0 0) 8-0.5
-1.0 10 20 30 40 10 20 30 40 0
10 20 30 Time (second) 40 i o
_ ND
. w w lo Figure 8. Acceleration time histories of fault normal, fault parallel, and rotated M-M' componenets of Set 5.
(
(.
(
1.0 0-I 0.0 0.5
-1.0 1.0 0
C.0 0'S 0.0 0
8-0.5 cc
-1.0 1.0 0.5 0
i~ 0.0 0
8-0.5
-1.0 0
10 20 30 40 0
10 20 30 40 0
10 20 30 Time (second) 40 l-.j 40B 0- O 0%
w0 Figure 9. Acceleration time histories of fault normal, fault parallel, and rotated E-E' componenets of Set 5.
Page 27 of 39 GEO.DCPP.01.29, Rev. 3 Section L-L': 91 degrees from FP direction Fault normal (FN) component Fault parallel (FP) component (with fling effect) 4.0 3.5 3.0 0>C 0
ID K
- 1U CO) 2.5 2.0 1.5 1.0 0.5 0.0 0.01 0.1 1
Period (see)
Figure 10. Acceleration response spectra of Input motion set 5 for cross section L-L'.
Page 28 of 39 GEODCPP.01.29, Rev. 3 Section M-M': 100 degrees from FP direction
-Fault normal (FN) component Fault parallel (FP) component (with fling effect) 4.0 -
=-
=
3.5 -
3.0-
=
=
_ =
2.5 -
CD 2.0 -
co 1.0-_
_-Y,_=_
f 0.5 ____________ A 0.0
= -
0.01 0.1 Period (sec)
Figure 11. Acceleration response spectra of Input motion set 5 for cross section M-M'.
Page 29 of 39 GEO.DCPP.01.29, Rev. 3 4.0 3.5 3.0 C
0 0
C.
Ki 2.5 2.0 1.5 Section E-E': 123 degrees from FP direction Fault normal (FN) component Fault parallel (FP) component (with fling effect)
=-________
=-__-___
a__=_____
=-
a
=-_
=-_
=
1.0 0.5 0.0 0.01 0.1 1
Period (sec)
Figure 12. Acceleration response spectra of Input motion set 5 for cross section E-E'.
300 l
I l
280 Dashed line: potential sliding surace 26iS 240
.1 20-0 20 10-10-120.
350 400 450 500 550 600 Horizontal Disa
, feet Figure 13. Contours of peak accelerations In coluvium zone, cross section L-A'
(
(
250C 200 150-L e
0 50-r' 1
l l
i l
l l
l l
r Dashed line: potential sliding surface 700 750 800 850 90 950 1000 1050 1100 1150 1200 1250 Horizontal Distance, feet Figure 14. Contours of peak accelerations In cot uium zone, cross section E-E'
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- w w W
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2 Full Input motion
Reduced motion (scaled down to 0.15 g) tm 1.5 ISurface elevation oyf section 1-12 0.5-0 T
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_\\---------- Reduced input motion (scaled down to 0.15 g)
Surface elevation of section L-L' L1.5 CL 0.5 I
0 600 l /
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-500 0
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500 1000 1500 2000 Horizontal Distance, feet 2500 Figure 22. Variations of computed ampiTfication factors of peak accelerations along slope surface of section E-E'.
CALCULATION PACKGE GEO.DCPP.0129 REVISION 1 ATTACHMET 1 PAGE3 2 op17i
Pacific Gas and Electric Company Geosien 245 Market Street, Room 418B Mail Code N4C P.O. Box 770000 San Francisco, CA 94177 415/973-2792 Fax 415/973-5m GEO.DCPP.0l.2 9 REVISION I DR. FAIZ MAKDISI GEOMATRlX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 7 June 2002 Re: Determination of azimuths for Cross Sections D-D, E-E', and L-L' for DCPP ISFSI Transport Route Stability Analyses DR MAKDISI:
For your use in DCPP ISFSI transport route stability analyses, we have determined the azimuth of each section from Figure 21-3 of Geosciences Calculation GEO.DCPP.01.21, rev. 2, as follows:
Section D-D': 38 degrees Section E-E: 35 degrees Section L-L': 67 degrees If you have any questions regarding this information, please call.
ROBERT K. WHITE PAGE 33oF171 page I of I a o2ftM.doc-kw:6nt02
CALCULATION PACKGE GEO.DCPP.01.29 REVISION 1 ATTACHMENT 2 PAGE3 4 oiR17i
Pacific Gas and Electric Company Geosciences 245 Market Street, Room 418B Mai Code N4C P.O. Box 770000 San Francisco, CA 94177 415/973-2792 Fax 415/973-5778 GEO.DCPP.01-29 REVISION 1 Dr. Faiz Makdisi Geomatrix Consultants 2101 Webster Street Oakland, CA 94612 September 28, 2001 Re: Confimnation of transmittal of inputs for DCPP ISFSI slope stability analyses DR. MAKDISI:
This is to confirm transmittal of inputs related to slope stability analyses you are scheduled to perform for the Diablo Canyon Power Plant (DCPP) Independent Spent Fuel Storage Installation (ISFS1) under the Geomatrix Work Plan entitled "Laboratory Testing of Soil and Rock Samples, Slope Stability Analyses, and Excavation Design for the Diablo Canyon Power Plant Independent Spent Fuel Storage Installation Site."
Inputs transmitted include:
Drawing entitled "Figure 21-19, Cross Section I-I'," dated 9/27/01, labeled "Draft,"
and transmitted to you via overnight mail under cover letter from Jeff Bachhuber of WLA and dated 9/27/01.
Time histories in Excel file entitled "time histories-3comp revl.x1s," dated 8/17/2001, file size 3,624 KB, which I transmitted to you via email on 8/17/2001.
Please confirm receipt of these items and forward confirmation to me in writing.
Please note that both these inputs are preliminary until the calculations they are part of have been fully approved. At that time, I will inform you in writing of their status. These confirmation and transmittal letters are the vehicles for referencing input sources in your calculations.
PAGE 3 5 oFI71 page I of 2 g oufm1.oc:rkw:9/=8t1
Confmation of transmittal of inputs for DCPP ISFSI dope stability analysts GEO.DCPP,01. 2 9 REVISION i Although the Work Plan does not so state, as you are aware all calculations are required to.be performed as per Geosciences Calculation Procedure GEO.001, entitled "Development and Independent Verification of Calculations for Nuclear Facilities," revision 3. All of your staff assigned to this project have been previously trained under this procedure.
I am also attaching a copy of the Work Plan. Please make additional copies for members of your staff assigned to this project, review the Work Plan with them, and have them sign Attachment 1. Please then make copies of the signed attachment and forward to me.
If you have any questions, feel free to call.
Thanks.
ROBERT K. WHITE Attachment cc: Chris Hartz PAGE 36 OF 171 page 2 ot 2
CALCULATION PACKUE GEOlCPP.01.29 REVISION 1 ATTACHMENT 3 PAGE 3 7 F171
Pacific Gas and Electric Company Geosciences 245 Market Street, Room 418B Mail Code N4C PAO. Box 770000 San Francisco, CA 94177 415/973-2792 GEO.DCPP 01-2 9 Fax 4151973-5778 REVISION j DR. FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 October 31, 2001 Re: Confirmation of preliminary inputs to calculations for DCPP ISFSI site DR MAKDISI:
A numbei of inputs to calculations for the DCPP ISFSI slope stability analyses have been provided to you in a preliminary fashion. This letter provides confirmation of those inputs in a formal transmittal. A description of the preliminary inputs and their formal confinmation follow.
Letter to Faiz Makdisi from Rob White dated June 24, 2001..
Subject:
Recommended rock strength design parameters for DCPP ISFSI site slope stability analyses.
This letter recommensled using * =50 degrees for the preliminary rock strength envelope in your stability analyses, and indicated that this value would be confirmed once calculations had been finalized and approved. Calculations GEO.DCPP.01.16, rev. 0, and GEO.DCPP.01.19, rev. 0, are approved and this recommended value is confirmed.
Letter to Faiz Makdisi from Rob White dated September 28,2001.
Subject:
Confirmation of transmittal of inputs for DCPP ISFSI slope stability analyses.
This letter provided confirmation of transmittal of cross section -1' and time histories, and indicated that these preliminary inputs would be confirmed once calculations had been approved. Calculation GEO.DCPP.01.21, rev. 0, is approved and section I-I' as described in the September 28 letter is confinned. A copy of the figure from the approved calculation is attached. Calculations GEO.DCPP.01.13, rev. 1, and GEO.DCPP.01.14, rev. 1, are both approved and time histories as described in the September 28 letter are confirmed. A CD of the time histories from the approved calculations is attached.
PAGE 3 80P O7F page 1 of 2 Itr2fm3.doc:rkw: 10/31/01 4.:. /4 (:f
GEO.DCPP.o1. 2 9 REVISION I Confirmation of preiay Inputs to caicuilations tor kR4wSSI Site Faiz Makdisi Email to Faiz Makdisi from Joseph Sun dated October 24, 2001.
Subject:
Ground motion parameters for back calculations.
This email provided input for a back calculation to assess conservatism in clay bed properties in the slope. Inputs included maximum displacement per event of 4 inches and a factor of 1.6 with which to multiply ground motions for use in the back calculation analysis. This letter confirms those input values, with the following limitation: these values havenot been developed under an approved calculation, therefore should not be used to directly determine clay bed properties for use in forward analyses, but may be used for comparative purposes only, to assess the level of conservatism in those clay bed properties determined in approved calculations Letter to Faiz Makdisi fkrm Jeff Bachhuber dated October 10, 2001.
Subject:
Trlnsmittal of Revised Rock Mass Failure Models - DCPP ISFSI Project.
This letter provided you with figures indicating potential rock mass failure models as superimposed on section I-I'. This letter confirms PG&E approval to use these models in your analyses. These figures are labeled drafts and are currently being finalized in a revision to Calculation GEO.DCPP.01.21. Once this revision and the included figures have been approved, I will inform you in writing of their status.
ROBERT K. WHITE Attachments PAGE 3 9 Op 1 71
CALCULATION PACKGE GEODCPP.0129 REVISION 1 ATTACHMENT 4 PAGE 40OF171
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- i RE3VISION I WilliamLettis IcAssocdates, Inc'.
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W-W76 MEMORANDUM TO: Dr. Faiz Makdids - Geomatrix Consultants, IT1.
FROM: Jeff L. &~chbubcr - William Lettis & Associates, Inc.
DATE: August 23,2001 RE: Revised Estimates for Hosgri Fault Azimuth, DCPP ISFSI Project FAIZ:
This memorandum provides a revised strike azimuth of 338' for thc Hosgri fault for evaluation of ground motion directional components for slope stability vialyses at the PG&E DCPP ISFSI site. The revised azimuth presented in this memorandum supercedes the previous estimated azimuths (328° to 335W) presented in our memorandum dated August 8, 2001, and is based on a reevaluation of fault maps in the PG&E LTSP (1988),
and 1SFSI project Calculation Packago GEO.01.21.
The revised estimated average strike for the Hosgri fault nearest the ISFSI site (between Morro Bay ad San Luis Bay) 1J 338e. Figurc 21-23 of Calculation Packae GEO.01.21, which previously showed an azimuth of 340 for the JHosgri fault, will be revised to correspond to tiis r-interpreted average strike. Discrete faults and local reaches of the fault zonc exhibit variations in strike azimuth between about 32' and 338', but the average overall strike of 338° is believed to be the best approximation for the ground motion modeling.
Please call me if you have any questions or require further input for this issue.
Jeff Bachhuber Cc: Rob WhiteBill Page -PG&E Geosciences PAGE 4 10o 171
CALCULATION PACKGE GEOG3CPP.0129 REVISION 1 AITACEMENT 5 PAGE 42OF171
GEo.DcPP.ot 2 2 9 REVISION I Ptcific Gas & Electric Cozmpany I
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GEO.DCPP.OI. 29 REVISION PACIFIC GAS AND ELECTRIC COMPANY GEOSCIENCES DEPARTMENT CALCULATION DOCUMENT PREPARED BY: ___
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Date 410 4.
/IM z/ Of Cslc Pagcs: 2.A Verif cation Mcthod: A vyeificazon Pages: j7 4 f Ahdnm&
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Ogamiztin DATE OrgnizaTion PAGE 44o 17171 A*('i:Zfn W
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'REVISION I Calc Number: GBO.DCPP.01.14 Rev Nuber: I Sheet Number; 4 of 26 Date: 10/1=21
- 6. BODY OF CALCULATIONS Ste, 1: S-wave arrival times The approximate arrival times of the S-waves is estimated by visual inspection of the velocity time histories (gures 1, 2,3, 4, and 5). The selected arrival times are listed in Table 6-1.
Table 6-1. Time of Fling S
Reference trme History Appoiate Arvalie Polarnte Azrival timof of fling (t1)
. LuceeS-waves (se I
Lucerne 8.0 7.1
-1 2a Yzrimca 9.0 8.5
-I 3
LGPC 4.0 3.4 5
El Centro (1940) 15 0.0 I
6 Saratoga 4.5 3.7
-1
- The polarity is applied to the fault parallel time history from calculations GEODCPP.01.13 (rev 1) to cause constructive interference between the S-wave and the flng (eq. 5-2).
A flig arrival time is selected by visual inspe6on of the inteiference of the velocity of the tUansent motion and the fling (Figures 1, 2, 3, 4. and 5). The selected fling arrival time are listed in Table 6-1.
Since DCPP is on the east side ofthe Hosgri fault and the fault has right-latral slip, the permanent tectonic defomation at the site will be to the southeast In the ti histories the fling has a positive polarity. Since the tectonic deformation will be to the southast, the positive direction of the fault pamallel time histoy is defined to the southeast Step 2: Flzn Time HistorM Using the values of A. ol, and Tgiuz given in inpt 4-1, and thi values oft1 given in Table 6-1, the fug time history is determined using eq. (5-1). The computed fling time hitories for the 5 sets are shown in FgSurs 1, 2, 3, 4, and S.
PAGE 45 OF 171
CALCULATION PACKGE GEODCPP.01.29 REVISION 1 ATTACHMENT 6 PAGE 4 6 oF171
Pacific Gas and Electric Company Geosciences 245 Market Street. Room 418B Ma0i Code N4C P.O. Box 770000 San Francisco CA 9417-GEO.DCPP.OI. 29 415/973-2792 415/935773 REVISION i DR. FAIZ MAKDISI V
GEOMATRDX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 October 25, 2001 Re: Input parameters for calculations DR. MAKDISI:
As required by Geosciences Calculation Procedure GEO.001, entitled "Development and Independent Verification of Calculations for Nuclear Facilities," rev. 4, I am providing you with the following input items for your use in preparing calculations.
- 1. The shear wave velocity profiles obtained in borings BA98-1 and BA98-3 in 1998 are presented in Figure 2142, attached, of Calculation GEO.DCPP.01.21, entitled "Analysis of Bedrock Stratigraphy and Geologic Structure at the DCPP ISFSI Site," rev. 0, and can be so referenced. These profiles were previously presented in Figure 10 of the WLA report entitled "Geologic and Geophysical Investigation, Dry Cask Storage Facility, Borrow and Water Tank Sites," dated January 5, 1999.
- 2. The average unit weight of rock obtained from the hillside has been determined to be 140 pounds per cubic foot, as documented in a data report entitled "Rock Engineering Laboratory Testing - GeoTest Unlimited.
- 3. Regarding the time histories provided to you on 8/17/01, since the tectonic deformation will be to the southeast, the positive direction of the fault parallel time history is defined as to the southeast, as described in Geosciences Calculation GEO.DCPP.01.14, entitled "Development of Time Histories'with Fling," rev. 1, page 4.
- 4. The source of the shear modulus and damping curves are Figures Q19-22 and Q19-23, attached, from PG&E, 1989, Response to NRC Question 19 dated December 13, 1988, and can be so referenced.
Regarding format of calculations, please observe the following:
PAGE 4 7oFP17 1.doc:xk:W25/0
Faiz Makdisi Faput parameters for calculations GEO.DCPP.oI.2 9 REVISION I Contents of CD-ROMs attached to calculations should be listed in the calculation, including title, size, and date saved associated with each file on the CD-ROM. If the number of-files is considerable, a simple screen dump of the CD-ROM contents is sufficient If you have any questions regarding the above, please call me.
216,+
I6 a_
ROBERT K. WHITE Attachments PAGE 48 o017i
CALCULATION PACKGE (3E0.DCPP.01.29 REVISION 1 ATTACHMENT 7 PAGE 4 9 0p 171
Pacific Gas and Electric Company Gemim=
245 Markt Stret, Room 418B Mail Code N4C P.O. Box 770000 GEO.DCPP.01.29 San Francisco, CA 94177 415192792 REVISION ]L Fax 41513-578 AT T A L-h i
\\k° DR. FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 November 1, 2001 Re: Confirmation of additional inputs to calculations for DCPP ISFSI site DR. MAKDISI:
Additional inputs to calculations for the DCPP ISFSI slope stability analyses have been provided to you by Jeff Bachhuber of William Lettis Associates. This letter provides confirmation of our acceptance of those inputs in a formal ransnmittal. A description of those additional inputs and their formal acceptance follow.
Letter to Faiz Makdisl from Jeff Bachhuber dated August 3,2001.
Subject:
Ground Motion Directional Components.
This letter recommended using an azimuth of 302 degrees plus or minus 1O degrees for the orientation of the most likely failure surfaces, coinciding with Section I-I'. We concur with this recommendation based on the discussion on page 53 of the approved Calculation GEO.DCPP.01.21, rev. 0, and verification of the orientation of Section I-I' on Calculation Figure 21-4, attached.
Letter to Faiz Makdisi from Jeff Bachhuber dated August 23,2001.
Subject:
Revised Estimates for Hosgri Fault Azimuth, DCPP ISFSI Project.
This letter recommended using an azimuth of 338 degrees for the orientation of the average strike of the Hosgri fault We concur with this recommendation, based on verification of the orientation as presented in the LTSP plates and as shown on Figure 21-36, attached, of Calculation GEO.DCPP.01.21, rev. 0.
ROBERT K WHITE Attachments PAGE 5 ° OF 171 page I of I p o2ft4.doc:r1w: IJ/WI
CALCULATION PACKGE GEODCPP.01.29 REVISION 1 ATTACHMENT 8 PAGE 51 OF171
Pacific Gas and Electric Company Geoscieum 245 Market Street, Room 418B Mail Code N4C P.O. Box 770000 San Franesw, CA 94177 415/973-2792 GEO.DCPP.01.2 9 Fax 415/973-577I REVISION 1 DR. FAIZ MAKDISI GEOMATRIX CONSULTANTS 2101 WEBSTER STREET OAKLAND, CA 94612 29 May 2002 Re: Transmittal of PG&E August 1989 Response to NRC Question 12 of 1 June 1989 DR. MAKDISI:
Please find attached one copy of the above-referenced Response.
If you have any questions regarding this information, please call.
ROBERT K. WHITE Attachment PAGE 52 OF 171 page I of I e 1ftM.doc:rkw:5flIm
GEO.DCPP.Ol.2 9 REVISION j RESPONSE TO QUESTIONS 1, 2, 3, 4 5, 7, 10, 11, 12, 13,14, and 16 August 1989 This volume responds to 12 of 19 questions asked of PG&E by the Nuclear Regulatory Commission (NRC) on June 1, 1989. Responses to the remaining 7 questions will be submitted later. These responses provide data requested to augment or clarify information regarding seismic ground motions presented in the Final Report of the Long Term Seismic Program, submitted by PG&E to the NRC on July 31, 1988, and in the responses to Questions 4 through 18 and 20, submitted by PG&E to the NRC in January and February 1989.
PAGE 53 OF j171 Paciflc Gas and Electric Campany Dablo Canyon Power Pant Long Term Seismic Program
GEO.DCPP.01I 2 9 RIEVT.Znw Ouestion 12. Aueust 1989 L.Pn QUESTION 12 To aid in assessing the proposed lack of topographic effect at the Diablo Canyon site.
provide a numerical study using vertically polarized shear waves with ground motion amplitude referenced to sea level.
The lack of significant topographic effects on ground motions at the Diablo Canyon site was demonstrated using finite difference modeling for SH waves. The results were presented in the Final Report, July 1988, and in our response to Question 17a, January 1989.
In response to the present question, we have made two additional studies. Both studies were based on SV waves incident on a cross section selected to have the maximum topographic relief in the site area. Furthermore, rock properties identical to those used in the soil/structure interaction analyses presented in the Final Report, July 1988, were incorporated into this cross section.
The first study described below extended our earlier finite difference modeling to using SY pulses having Gaussian Fourier acceleration spectra.
This study was made to assess the sensitivity of potential topographic effects to incident wave type and wave frequency, as well as incidence angle.
The second study was based on finite element modeling using one of the site-specific acceleration time histories used in the soil/structure interaction analyses as the input control motion. This study was made to show potential topographic effects on the site-specific ground motions for the Diablo Canyon site.
The results of both studies, as presented below, further confirm the lack of significant topographic effects on ground motions at the location of the power block structures at the Diablo Canyon site.
Finite Difference Modeling In this study, the effects of topography on ground motions at the site were investigated using finite difference calculations that assumed linear elasticity of the foundation rock. A site plan showing the location of the cross section analyzed is shown on Figure Q12-1.
A topographic profile of this section is shown at the bottom of Figure Q12-2. The material properties of the rock are summarized in Table Q12-1.
The input ground motion was a Gaussian pulse whose Fourier acceleration spectrum was centered at a frequency of 2.5 Hz, which is comparable to the Fourier spectra of the suite of empirical strong motion records used to develop the input spectrum for the soil/structure interaction analyses. An example of the accelerograms calculated for a vertically incident SV wave is shown at the top of Figure Q12-2. The delay between stations 15 and 1 represents the propagation time of the wave between sea level and the elevation of the top of the ridge. Peak amplitudes are shown to the right of the accelerograms for station locations along the topographic profile shown at the bottom of Figure Q12-2.
Figure Q12-3 shows the response of the site region for a series of different input ground motions.
The response is represented by the ratio of peak acceleration for the model having topography to the peak acceleration for the model having no topography, which defines the free-field control motion.
The response of the site region to a vertically propagating SV wave shows a slight deamplification at the base of the sea cliff and a peak amplification of about 17 percent at its crest. The motion at the location of the power block structures is generally deamplified; at its greatest, the deamplification is about 15 percent.
The sensitivity of this response to incidence angle is illustrated using an SV wave incident from the left (ocean side) at 20 degrees from vertical.
The response is quite similar to that for vertical incidence, but the regions of amplification at the crest of the sea cliff and the crest of the ridge, and the region of deamplification at the base of the ridge are extended toward the east due to the excitation of Rayleigh waves. The location of the power block structures is again within a region of mostly deamplification, which in this case now extends farther right to the lower part of the ridge.
PAGE 5 4 OF 171 a
scablo SBa ve r Powe ra P n in3 Factfc Gas and Electlc Company bUng TeSeismic Progrm
GEO.DCPP.01.2 9 REVISION 1 Pare 2 ffniaeutien 12A Avieivt 109 I0 Figure Q12-1 Site plan showing location of cross section A-A' analyzed for topographic effects on ground motions in the Plant area.
PAGE 55 OF 171 I
PacHic Gas and Electrc Company Diablo Canyon rPwer Pint Long Tam Selsmic Program
GEO.DCPP.0 1.2 9 G D9 REVISION N1 Nve 3 nuevatiout 12 Ateti 1080 Time (sec) 0.6 0.9 1.2 0.0 0.3 1.5 1.8 Station no.
2 3
4 5
6 7
8 9.
I0 l l 12 13 14 15 PGA / PGA (Control Motion) 0.98 0.98 1.17 1.12 1.03 0.92 0.87 0.97 0.99 1.01 I.00 0.99 1.05 1.13 0.97 1000 I
a, Soo 0
-500 Distance (fit)
Figure Q12-2 Accelerogram calculated for a vertically incident SV wave, and topographic profile, cross section A-A'.
PAGE 56 OIF 171 I
acfc Gas and Electrc Company Diablo Canpo Pow Plant Lmn Tom Selsmic Pogram
GEO.DCPP.01. 29 REVISION 1 V)
A..
o-10114 Deem A Table Q12-1 ROCK PROPERTIES USED IN ANALYSIS Depth NOtL Layer Thickness (ft)
Density (neff' Shear Wave Velocity (fnts Poissones Ratin IS 140 2600 0.45 15 20 35 125 160 140 145 150 ISO 3300 4000 4800 5900 0.40 0.37 0.35 0.22 100 260 00 PAGE 57 oF 171 i
Pacnfc Gas and EleCtic Company Blabl Ca"pu Powr Plat Lu Tom Sem c Pmgram
GEO.DCPP.o1. 2 9 REVISION 1 tlviestin 12. Ativivt 1090
.- afK VI-x.
I C
0 0
C0 CD C-CD I
"f==f= 0-
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SV, higher frequency 0
1000 C
.92 I.1 500 0
-500 Distance (ft)
Figure Q12-3 Response of the plant site region for different input ground motions.
I Pacfi Gas and Electric Company PAGE 58 op 171 iabloe Canyon Power Pant lon Tarm Sdsmlc Program
Question 12. August 19g9
'GEO.DCPP.Ol.2 9 REVISION 'Pavc 6 The sensitivity of the vertically propagating SV wave response to higher frequencies was examined by increasing the center frequency of the Fourier spectrum of the input pulse to 3 Hz. The response of the 3-Hz pulse is very similar to that for the 2.5-Hz pulse. The main effect of shifting the frequency content to higher frequencies, as shown at the top of Figure Q12-3, is to deepen and broaden the troughs at the base of the sea cliff and at the location of the power block structures, and to move the latter trough to the left.
The response to a vertically propagating SH wave is very similar to that for a vertically propagating SY wave (Figure Q12-3). For both SY and SH waves, the topography causes amplification near the crests of the sea cliff and the ridge, and deamplification near the bases of the sea cliff and the ridge.
For the entire range of input motions tested in this sensitivity study, the effect of the topography is to generally deamplify the ground motions at the location of the power block structures with respect to free-field conditions.
Finite Element Analysis To further aid in assessing possible effects of topography at the plant site, we conducted a two-dimensional finite element analysis using vertically propagating SV waves. The cross section (Figure Q12-l) was selected to traverse the area of maximum topographic relief. The finite element discretization of the cross section was constructed to transmit ground motions having frequencies as high as 25 Hz. A viscous boundary was provided at the base of the finite element model to simulate an elastic half-space below. Transmitting boundaries were provided on the right tide (uphill side) and left side (ocean side) of the model. The analysis was made using the computer program SuperFLUSH (Earthquake Engineering Technology, 1983).
The low-strain shear wave velocities and Poisson's ratios of the site rock used in the analysis are the same as those used in the soil/structure interaction analyses, summarized in the Final Report, July 1988. These properties were used throughout the two-dimensional model at the depths below the existing ground surface indicated in Table Q12-1.
Below a depth of 260 feet, the shear wave velocity is 5900 ft/sec. This velocity was also used for the half-space below. The strain-dependent variations of shear modulus and damping ratio for the site rock used in the analysis are also the same as those used in the soil/structure interaction analyses. Values of strain-compatible shear modulus and damping ratio used for the two-dimensional model were estimated on the basis of a one-dimensional ground response analysis of the site. The results of the one-dimensional analysis showed very minor strain-dependent effects, with reduction in shear wave velocities less than 6 percent below the low-strain values.
The input control motion used in the analysis was the same horizontal motion used in the soil/structure interaction analyses. This motion is a modification of the longitudinal component of the Pacoima Dam record (1971 San Fernando earthquake), which matches the median site-specific acceleration response spectrum for the Diablo Canyon site. As was done for the soil/structure interaction analyses, this motion is specified as a free-field control motion at the ground surface (Elevation 85 feet). Using this motion, the outcrop motion of the underlying rock half-space was calculated and used as the rock outcrop motion of the half-space of the finite element model. The input motion was applied in the direction of the plane of the model, thus representing vertically propagating SV waves.
Results of the analysis in terms of peak ground acceleration and average spectral acceleration (S percent damped) in the 3 to 8.5 Hz range versus location along the cross section are shown in Figure Q12-4. Values of the peak acceleration and average spectral acceleration of the free-field control motion are also shown in these plots for comparison purposes. In Figure Q12-5, these results are normalized to the control motion, that is, divided by the corresponding amplitudes of the control motion at the ground surface in the free field. Figure Q12-S shows that ground motions at the location of the power block structures on the average are about 10 percent less than the control motion. Ground motions near the crest of the sea cliff are amplified by about 25 percent. These results show trends almost identical to those obtained from the finite difference calculations shown PAGE 5 9' OF 171 UlahibCanyo PowerPlant F
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Figures Q12-6 through Q12-8 show response spectra (5 percent damped) of ground motions near the crest of the sea cliff, at the location of the power block structures, and at both the left and right boundaries of the finite element model. The response spectrum of the free-field control motion is also plotted in Figures Q12-6 through Q12-8 for comparison purposes. The comparison in Figure Q12-7 also illustrates that ground motions at the power block structures are very little different from the free-field control motion. The ground motions near the crest of the sea cliff are amplified at frequencies higher than about 2 Hz (Figure Q12-6). However, the ground motions at the left boundary (ocean side) and the right boundary (ridge side) are equal to or slightly lower than the input free-field control motion (Figure Q12-8). Thus, the analysis indicates that topographic effects on ground motions at the location of the power block structures at the Diablo Canyon site are insignificant.
REFERENCES Earthquake Engineering Technology, Inc. 1983, SuperFLUSH1 Volume I - Basic Users' Guide; Volume 2 - Theoretic Manual; and Volume 3 - Verification and Example Problems: San Ramon, California.
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PAGE 65 OF 171 1
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