ML20217D204
ML20217D204 | |
Person / Time | |
---|---|
Site: | Prairie Island |
Issue date: | 03/13/1998 |
From: | NORTHERN STATES POWER CO. |
To: | |
Shared Package | |
ML20217D196 | List: |
References | |
28723-A, 28723-A-R01, 28723-A-R1, NUDOCS 9803270355 | |
Download: ML20217D204 (261) | |
Text
ATTACHMENT 2 SUPPLEMENT 12 to LICENSE AMENDMENT REQUEST DATED January 29,1997 Amendment of Coolina Water System Emeraency intake Desian Bases Revision 1 of the intake Canal Liquefaction Analysis Report for the Prairie Island Nuclear Generating Plant (PINGP), Welch, Minnesota - STS Project No. 28723-A, March 13,1998 (Update instructions included) (complete Revision 1 including all revised pages) (
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i O l INTAKE CANAL LIQUEFACTION ANALYSIS REPORT PRAIRIE ISLAND NUCLEAR GENERATING PLANT WELCH, MINNESOTA O NORTHERN STATES POWER COMPANY 1717 WAKONADE DRIVE, EAST WELCH, MINNESOTA 55089-9642 Revision 1 VOLUME II OF II 28723-A March 13,1998 O -.-s .
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APPENDIX G-REV1 SHAKE 88 ANALYSIS O
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CALCULATION COVER SHEET JOB NO. 28723A A PROJECT PINGP LIOUEFACTION ANALYSIS v
SUBJECT CHECK OFCOMPtTTER PROGRAM SHAKE 88 y
ORIGINAMR: D. ABERNATHY DATE 3/12/98 DATE 3/12/98 NO. OF SHEETS 75 CHECKED BY: T. KIEFER APPROVED BY: B. WALTON DATE 3/12/98 Calf. NO. REV-1 RECORD OFISSUES BY DATE CHKD DATE APPRD DATE NO. DESCRIPTION REV-1 Used IDRISS 90 Damping DTA 3//z//p TAK 3//MW WHW g/g/eg PRELIMINARY CALC. SUPERSEDED CALC. FINAL CALC. X
SUMMARY
f i ) A one dimensional wave propagation analysis utilizing the SHAKE 88 computer program, (Schnabel et al.,1972) was used to propagate the design earthquake from the bedrock level at El. 515 up to El.
620 which was established as the base level for the static and dynamic finite element analyses. The SHAKE 88 analysis was also used to estimate peak cyclic shear stresses for the free field condition.
Shear wave velocity parameters and resulting dynamic shear moduli were based upon the site specific SASW testing.
Analysis of the horizontal and vertical components of the DBE earthquake records were performed using separate SHAKE 88 runs. The horizontal component was modeled with a peak acceleration of 0.12 g and was applied at a rock outcrop of the weathered sandstone found at El. 515. Thus, no deconvolution of the motion was performed. This motion was propagated up through the free field column and the resulting acceleration time history at El. 620 was computed utilizing strain compatible propenies for soil moduli and damping factors. The soil degradation model consisted of modulus reduction curves by Sun 1988 and damping curves presented by Idriss 1990. The resulting acceleration time history with a peak value of 0.091g was entered into the QUAD 4M analysis.
Horizontal accelerations at the rock outcrop, El. 620 and at the surface of the free field condition are shown in Figure 31-REV1. Peak cyclic shear stresses from the horizontal SHAKE 88 analysis for the free field condition as a function of depth are shown in Figure 32-REV1.
The vertical components of the DBE motion were modeled in the SHAKE 88 analysis as venically propagating compressional waves. For this analysis, the strain compatible values of shear modulus
/O and damping were extracted from the final iteration of the horizontal acceleration analysis. The V strain compatible shear modulus values were utilized to calculate a constrained modulus for the vertical motion above the water level. Below the water level, a constrained modulus consistent with the dilatational wave velocity of water was used. The final strain compatible damping values from G-1 File: shake 88. doc
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q CALCULATION COVER SHEET JOB NO. 28723A l f) v A PROJECT PINGPLiotmFACT10N ANALYSIS SUBJECT CHECK OF COMPtTER PROGRAM SHAKE 88
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D. A!1ERNA*IHY DATE 3/12/98 ORIGINATOR:
DATE 3/12/98 NO. OF SIEETS 75 CHECKED BY: T. KIEFER APPROVED BY; B. WALTON DATE 3/12/98 Calf. NO. REV-1 i
the horizontal analysis were divided by 3.0 to represent the lower damping associated with the vertical propagation based on consultations with Drs. Idriss and Castro. The vertical component of the DBE was scaled to 0.08 g and was entered as a rock outcrop motion at the surface of the weathered sandstone. This motion was propagated up in a manner similar to that previously described for the horizontal motions, but without further iterations for strain compatibility. The i
resulting vertical acceleration time history at El. 620 with a peak value of 0.070g was used as input to the QUAD 4M analysis. The resulting vertical accelerations at the rock outcrop, at El. 620 and at the surface of the free field site are shown in Figure 33-REV1.
The SHAKE 88 program was also used to perform a sensitivity study where the parameters of shear wave velocity were varied by plus or minus 20 percent to determine the effect on the resulting cyclic shear stresses. This analysis was performed for the horizontal component of the DBE and the resulting variation in peak cyclic shear stresses as a function of depth is shown in Figure 32-REVI.
This analysis indicates that a plus or minus 20 percent difference in measured site shear wave O
V velocity results in negligible increases in cyclic shear stresses within the critical soil layers between El. 664 and El. 674.
RESUI.TS The results of this analysis are displayed as figures to this report while input and output files have been provided in the attachments to this page.
"within" Max. Cyclic Max. Cyclic Case Filename Acceleration Shear Stress Shear Strain (2) Teve (psf) Yeye(%)
Ah DBE @ Vs nsph009t.* 0.163 38.8 0.0028 EL.694i nsph009t.* 0.129 335.3 0.031 EL.674i nsph009t.* 0.091 849.9 0.025 EL.620i nsph009t.* 0.080 1488.8 0.005 EL515i Av DBE @ Vs nspv00de.* 0.098 21.8 0.00037 EL.694i nspv008c.* 0.076 190.4 0.00021 EL674i nspv008c.* 0.070 724.0 0.00072 EL.620i nspv008c.* 0.063 1488.3 0.00124
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EL.51Si LJ o-2 File: Shake 88. doc
CALCULATION COVER SHEET PROJECT PINGP LiottEFACTION ANAtNSIS JOB No. 28723A 1
(Q.s SUBJECT ClIECK OF COMPtrER PROGRAM Sl{AKE88 ORIGINA' TOR: D. ABERNADIY DATE 3/12/98 DATE 3/12/98 NO. OF Sitsrs 75 Cl[ECKED BY: _T. KIEFER APPROdD BY: B. WALTON DATE 3/12/98 Calf. NO. REV-1 "within" Max. Cyclic Max. Cyclic Case Filename Acceleration Shear Stress Shear Strain IR) Teve (ps0 Yeve (%)
Ah DBE
@ Vs-20%
nsph009u.* 0.144 34.3 0.0039 EL.6941 nsph009u.* 0.107 288.7 0.045 EL674i nsph009u.* 0.085 695.8 0.033 EL.620i nsph009u.* 0.085 1151.1 0.0062 EL.51Si Ah DBE
@ Vs+20%
nsph009v.* 0.168 40.1 0.0019 EL.694i nsph009v.* 0.133 370.3 0.022
,G EL.674i 5 nsph009v.* 0.111 918.8 0.018 EL.620t nsph009v.* 0.085 1457.8 0.0034 EL.515i Reference SHAKE 88 - A Comouter Procram for Earthauake Resoonse Analysis of Horizontally Lavered Sites, by P.B. Schnabel, J. Lysmer, and H.B. Seed, Report No. EERC 71-12. University of California, Berkeley, December,1988.
Table of Content,s.,;,
Figure 23 -Idealized Soil Profile Used in Computer Models Figure 30A-REV1 Shear Modulus Degradation Curves Figure 30B-REV1 Damping Modification Curves Figure 31-REV1 SHAKE 88 Horizontal Free-Field Acceleration.
Figure 32-REV1 SHAKE 88 Peak Cyclic Shear Stress Profile for Varying Shear Wave Velocity, V.
Figure 33-REV1 SHAKE 88 Vertical Free-Field Acceleration File "Nsph0091. doc"- Computer file of horizontal SHAKE 88 output results.
File "Nsph009ti. doc" - Computer file of horizontal SHAKE 88 input data.
File " Modulus.xis" - Excel spreadsheet file for SHAKE 88 venical parameter calculations.
File "Nspv008c. doc"- Computer file of venical SHAKE 88 output results.
File "Nspv008ci. doc" - Computer file of vertical SHAKE 88 input data.
File " Modulus.xis" - Excel spreadsheet file for SHAKE 88 horizontal parameter calculations.
File "Nsph009t.xis - Excel spreadsheet for graphing Vd 20% values.
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O File "Nsph009u. opt" - Computer file of horizontal SHAKE 88 output results for V -20%.
File "Nsph009v. opt" - Computer file of horizontal SHAKE 88 output results for V +20%.
File " Calc 009. doc" lland Calculation check of " Modulus.xis" spreadshecet.
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. COMPiffE RESPONSE SPECTRUM IN LAYER 13-RESPONSE SPECTRUM ANALYSIS FOR LAYER NUMBER 13 CAICULATED FOR DAMPING .050
' TIMES AT WHICH MAX SPECTRAL VALUES OCCUR TD = TIME FOR MAX. RELATIVE DISP.
TV s TIME FOR MAX RELATIVE VEL.
TA = TIME FOR MAX. ABSOLUTE ACC.
-DAMPING RATIO = .0$
PERIOD TIMES FOR MAXIMA TD TV. .TA-
.00 3.5200 3.5200- 3.5200
.06 2.6400 5.4800 -6.9300
.06' 5.7900 5.7700 5.7900
,07 2.6400 2.1400 2.6400-
.08 8.2100 4.3900 2.1600
'.08 6.9200 4.0700 6.9200
.09 . 8.6500- 8.6800 8.6500
.10 8.2100 7.9800- 8.2100
.11 7.6100 7.5800 7.6100
.12 5.8400 7.0500 5.8400
.13' 5.8400 .7,0600 5.8400
.14 . '5.8500 6.8400 5.8400
.16 '2.6700- 2.7100 2.6700
.17 7.7400 -7.7800 7.7300
-.19 5.8800 8.0100 5.8800
.21 7.2600. 7.2100 7.2600
.23 . 7.7800 8.0600 7.7700
.25 3.5900 3.1600 3.5900
.28 6.1300 6.0600 6.1200
.# 4.5300 4.4600 4.5200
.30
.33 3.9800 5.7000 3.9700
.36 3.6200 7.0400 3.6100
.40 3.6400 7.0500- 3.6300
.44 8.5300 2.5100 8.5200
.48 2.7300 2.8500 2.7200
. 52 6.2400 6.1000 6.2300
.58 6.3300 6.1700 6.3200
'. 6 3 8.6500 4.8700 8.6400
.69 8.7200 8.5500 0.7100
.76 6.4200 6.9600 6.4100
.83 6.5000 6.6800 6.4900
.91 8.8200 8.6400. 8.8100
'1.00 8.9200 8.6800 8.9100 1.10 6.6100 6.3500 6.5900
.1.20 6.?500 6.4600- 6.7300 1.32 9.0200' 8.6900 9.0000 1.45 9.9400 9.6100 9.9200 1.58 3.8900 4.1800 3.8700 11.74 9.3900 9.7500 9.3600
'1.91 7.0700 8.4100 7.0300
~2.09 7.2600 7.9500- 7.2200 2,29 7.5000 7.9800- 7,4700 2.51 9.1900- 9.7500' 9.1600 2.75 9.3800. 9.8500. 9.3400 3.02- 9.4600 10.2300 9.4100 3.31 9.5100 10.3100 9.4500 3.63 9.5800 10.3700 9.5200 3.98' 9.6900 10.6500 9.6200 4.37 . 9.9200 9.1700 - 9.8500 4.79- ~10.1300 9.1900 -10.0500'
.5.25 .10.3300 9.3000 -10.2400
' 1. ' SPECTRAL VALUES--
DBE TH41'3/1/97 Ah - NSP-PINGP DBE 8 EL.515 COL.1 1 ' DAMPING RATIO = .05
~.3'
[~ s #. . No. PERIOD. REL." DISP. REL. VEL. 'PSU.REL. VEL. ABS, ACC. PSU. ABS.ACC. FREQ.
--[ : '
SEC. FT4 . FT./SEC. FT./SEC. G. ..C. .C/SEC.
'Page 11 of 14 NSPh009t. doc
- p. (1/20'/98 -
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.83805 .85616 .15319 .15236 .91 34 1.10 .14941 11632 .83 35 1.20 .13713 .78666 .71668 .11684
.73287 .10897 .10848 76
(,- s) 36 1.32 .15376 .72601
.09941 .09888 .69 37 1.45 .16851 .78576 .73249
.(/ 38 1.58 .15716 .63966 .62304 .07738 .07671 .63
.58
.18782 71559 .67907 .07670 .07625 39 1.74 .08297 .52 40 1.91 .24570 .80265 .81020 .08333
.89416 .90564 .08507 .08458 .48 41 2.09 .30115 .44 2.29 .29115 .90$97 .79853 .06837 .06802 42 .40 2.51 .29305 .83066 .73303 .05713 .05694 43 .36 44 2.75 .33042 .71526 75379 .05373 .05340
.68076 .71681 ,04668 .04632 .33 45 3.02 .34453 .30
.38347 .71508 72763 .04322 .04288 46 3.31 .04154 .28 47 3.63 .44661 .74550 .77287 .04185
.50875 .74275 .80294 .03962 .03936 .25 48 3.98 .03609 .23 49 4,37 .56095 .84878 80742 .03620
.91566 .80044 .03283 .03263 .21 50 4.79 .60974 .19 5.25 .63380 .94370 ,75881 .02840 .02821 51 VALUES IN PERIOD RANGE .1 TO 2.5 SEC.
AREA OF ACC. RESPONSE SPECTRUM e .302 AREA OF VEL. RESPONSE SPECTRUM = 1.642 MAX. ACCELERATION RESPONSE VALUE e .261 MAX, VELOCITY RESPONSE VALUE e .906 1 m *** OPTION 9 *** COMPUTE RESPONSE SPECTRUM COMPUTE RESPONSE SPECTRUM IN LAYER 19 RESPONSE SPECTRUM ANALYSIS FOR 1AYER NUMBER 19 CALCULATEC FOR DAMPING. .050 s
\ '-TIMES AT WHICH MAX. SPECTRAL VALUES OCCUR
\' TD = TIME FOR MAX. RELATIVE DISP.
TV e TIME FOR MAX. RELATIVE VEL.
Page 12 of 14 NSPh009t. doc
-1/20/98 G-22
TA s TIME FOR MAX. ABSOLUTE ACC.
.05
\s_,/I DAMPING RATIO =
I PERIOD TIMES FOR MAXIMA TD TV TA
.00 3.4300 3.4300 3.4300
.06 5.5600 5.5400 5.5600
.06 5.5700 5.6800 5.5700
.07 8.1100 2.0500 8.1100
.08 3.4500 3.9700 3.4500
.08 3.4600 6.7600 6.7400
.09 8.5600 8.5300 8.5600
.10 8.5700 8.5500 8.5700
.11 6.9200 7.2700 6.9200
.12 - 6.9400 6.9700 6.9300
.13 6.7700 6.9800 6.7700
.24 2.8500 7.2900 2.8500
.16 2.8700 4.1000 2.8700
.17 7.6400 7.6800 7.6400
.19 - 5.6000 7.7100 5.5900
.21 7.0700 7.0100 7.0600
.23 7.1000 7.0400 7.1000
.25 2.9100 2.9700 2.9100
.28 5.6600 6.0000 5.6600
.30 6.7100 6.6400 6.7100
.33 8.6500 8.5800 8.6500
.36 7.1800 7.2600 7.1800 40 7.2100 7.3000 7.2000
.44 3.5700 7.1600 3.5600
.48 2.5300 2.9000 2.5200
.52 5.7700 2.7400 5.7600
.58 5.8400 6.0000 5.8300
.63 8.4800 8.3400 8.4700
.69 8.5800 8.3800 8.5700
/' 76 6.2900 6.8500 6.2800 i .83 6.4000 6.5700 6.3900
.91 8.7300 8.4600 8.7100 1.00 8.8400 3.8900 8.8300 1.10 6.5200 6.3100 6.5000 1.20 6.6900 6.3900 6.6700 1.32 8.9900 9.3700 8.9700 1.45 9.1700 9.5200 9.1500 1.58 3.7900 4.1700 3.7700 1.74 9.3100 9.7200 9.2800 1.91 6.9500 6.4200 6.9200 2.09 7.2200 7.7600 7.1900 2.29 7.4200 7.8900 7.3900 2.51 9.1000 9.7200 9.0600 2.75 9.3000 10.0000 9.2600 3.02 9.3800 10.0800 9.3400 3.31 9.4400 10.2000 9.3800 3.63 9.5100 10.3800 9.4500 3.98 9.6600 10.6100 9.6000 4.37 9.8600 9.0100 9.8000 4.79 10.0500 9.0200 9.9600 5.25 10.3000 9.2100 10.2200 1 SPECTRAL VALUES--
DBE TH#1 3/1/97 Ah NSP-PINGP DBE 8 EL.515 COL.1 1 DAMPING RATIO = .05 NO. PERIOD REL. DISP. REL. VEL. PSU.REL. VEL. ABS. ACC. PSU. ABS.ACC. FREQ.
SEC. FT. FT./SEC. FT./SEC. C. G. C/SEC.
1 .00 .00000 .00000 .00061 .12000 .11992 1000.00 2 .06 .00033 .02421 .03629 .12156 .12306 17.38 3 .06 .00042 .02898 .04197 .12899 .12979 15.85 4 .07 .00050 .03091 .04542 .12669 .22811 14.45 z 5 .08 .00060 .03407 .05002 .12882 .12867 13.18 6' .08 .00072 .02990 .05421 .12753 .12717 12.02 I
/'.h 7 .09 .00095 .04029 .06543 .13896 .13999 10.96
.10 .00133 .05655 .08379 .16533 .16349 10.00
's-) 8 9- .11 .00156 .06922 .08961 .16159 .15946 9.12
~1/20/98- Page 13 of 14 NSPh009t. doc 1
G-23
10 .12 .00182 .08734 .09510 .15348 .15435 8.32 il .13 .00233. .09132 .11103 .16523 .16435 7.59
/s) ' 12 .14 .00291 .10637 .12657 .17210 -.17086 6.92
.17555 6.31 (s_/ 13 .16 .00360
.00474
.11599
.15465
.14258
.17131
.17617
.19133 .19235 5.75 14 .17 15 .19 .00558 .15700 .18398 .18841 .18841 5.25 16 .21 .00728 .20710 .21897 .20534 .20451 4.79 17 .23 .00801 .20507 .21961 .18673 .18706 4.37 18 .25 .01032 .24453 .25826 .20128 .20062 3.98 19 .28 .01218 .24898 .27788 .19741 .19687 3.63-20 .30 .01478 .28940 .30752 .19952 .19870 3.31 21 .33 .01791 .31280 .33985 .20166 .20027 3.02 22 .36 .02093 .37097 .36213 .19514 .19462 2.75 23 .40 .02422 .35379 .38225 .18789 .18736 2.51 24 .44 .02903 .42255 .41790 .18798 .18681 2.29 25 .48 .03250 .44417 .42658 .17455 .17391 2.09 26' .52 .03700 .40575 .44296 .16550 .16470 1.91 27 .58 .04511 .48274 .49251 .16760 .16701 1.74 28 .63 .04992 .49413 .49708 .15451 .15373 1.58 29 .69- .05399 .51565 .49033 .13872 .13830 1.45 30 .76 .06063 .55998 .50217 .12970 .12917 1.32 31 .83 .06633 .52817 .50108 .11805 .11755 1.20 32 .91 .07610 .42126 .52428 .11271 .11217 1.10 33 1.00 .08328 .51031 .52325 .10244 .10210 1.00 34 1.10 .11431 .58728 .65505 .11731 .11657 .91 35 1 20 .10640 .62247 .55605 .09063 .09025 .83 36 1.32 .13399 .58789 .63862 .09479 .09453 .76 37 1.45 .14652 .67099 .63690 .08635 .08598 .69 38 1.58 .13653 .49273 .54126 .06717 .06664 .63 39 1.74 .16875 .60195 .61013 .06890 .06851 .58 40 1.91 .23456 .70005 77345 .07988 .07921 .52 41 2.09 .28034 .85411 .84307 .07922 .07874 .48 42 2.29 .27786 .81078 .76208 .06529 .06491 .44 43 2.51 .28760 .73016 .71939 .05613 .05588 .40 44 2.75 .31731 .69981 72388 .05156 .05129 .36 45 3.02 .32994 .67344 .68646 .04467 .04435 .33 46 3.31 .36851 .67399 .69925 .04148 .04121 .30
.71077 .74586 .04035 .04000 .28
/'~'s 47 3.63 .43100
.49709 .74060 .78454 .03864 .03845 .25
( ) 48 3.98 4.37 .55571 .82761 .79989 .03590 .03576 .23
\d 49
.03237 .03216 .21 50 4.79 .60090 .87048 .78883 51 5.25 .62649 .88962 75005 .02603 .02789 .19 VALUES IN PERIOD RANGE .1 TO 2.5 SEC.
AREA OF ACC. RESPONSE SPECTRUM = .262 AREA OF VEL. RESPONSE SPECTRUM = 1.369 MAX. ACCELERATION RESPONSE VALUE = .205 MAX. VELOCITY RESPONSE VALUE = .854 Total execution time = .3 mins
/ \'
f
\ .
1/20/98 Page 14 of 14 NSPh009t. doc
-G-24
O l
l I
SHAKE 88 INPUT FILE Nsph009ti. doc I
O l 1
O G-25
2048 ,45
,p) 1 1024 2048 .01DBE TH81 3/1/97 Ah
\s,,/
2 0 100000 1
.000000 000091 .000193 .000321 .000597 .000951 .001302 .001426 2
.001473 .001228 .000899 .000755 .000776 .000554 .000114 .000163 3
.000168 000216 .000260 .000202 .000311 .000375 .000319 .000176 4
.000081' .000132 .000398 .000936 .000265 .001961 .003557 .004574 5
.005592 .005648 .006206 .006223 .006422 .005909 .005270 .004736 6
.003654 .003513 .003933 .002125 .000173 .000681 .000428 .000704 7
.001276 .000171 .000478 .000030 .001120 ,000782 .001309 .002e48 8
.003924 004424 .004841 .006237 .006903 .005796 .004?32 .002356 9
.001740 .005345 .006944 .005304 .003792 .005175 .003969 .000313 10
.003321 .004266 .002914 .002166 .001456 .000611 .000988 .000550 11
.001292 000369 .000508 .000051 .001729 .003580 .002591 .002543 12 006022 .007556 .007550 .005465 .004679 .007681 .010132 .009925 13
.011514 .012960 .012094 .010142 008752 .009258 .011408 .014098 14
.015394 .016351 .013400 .007428 .004201 .001980 .000352 .002443 15
.000408 .006544 .011598 .012999 .007738 .003592 .006457 .006837 16
.009063 .013009 .014345 .014238 .014132 .014640 .011632 .005742 17
.003918 .007359 .010166 .009204 .009299 .011229 .007274 .000484 18
.005553 .007184 .008815 .010535 .009336 .005074 .004969 .006199 19
.001678 .003969 .006985 .007504 .014237 .015504 .010554 .005349 20
.000421 .002581 .008390 .007226 .002607 .006071 .001429 .0020J7 21
.000617 .003727 .006947 .007471 .009342 .010897 .011456 .012099 22
.016959 .019545 .011756 .005926 .011586 .016738 .020565 .021843 23
.018052 .016075 .012307 .008276 .012251 .010991 .000970 .008573 026490 24
.016828 .020156 .022252 .023181 .026103 .027972 .026990 25
.020120 .014473 .007808 .000141 .004186 .000002 .008799 .011907 26
.007186 .001709 .006083 .006794 .003971 .003475 .008205 .007448 27
.001594 000584 001558 .003671 .000663 .007650 .013324 .014825 28
.012617 .015534 .018982 .014047 .010863 .011475 .013611 .015962 29
.014556 015720 .014224 .014015 .014993 .016842 .020573 .013664 30
.002743 .004497 .013170 .020714 .024285 .026549 .024572 .020080 31
.021203 019846 .016601 .009868 .005929 .004628 .001330 .000027 32
.004147 .005357 .002190 002447 .009525 .015619 .019381 .015754 33
.016499 .019395 017509 .012550 .008114 .002206 .002902 .003907 f -*
A 001346 .001156 .000877 .000994 .003849 .003374 .005503 .011218 34 35
\s_/ .012548 .016747 .018491 .017221 .014151 .013130 .005912 022681.005934
.017619 36
.013960 .020174 .022222 .024046 .025954 .026995 37
.014988 .014515 .014923 .010331 .004503 .000661 .000693 .001627 38
.005080 .003823 .000810 .005040 .003085 .000393 .001415 .003579 39
.000336 .006817 .008411 .006443 .001662 .003376 .003599 .002737 40
.008166 .001824 .001534 .004934 .006586 .004145 .002644 .002006 41
.004112 .009355 .006947 .003978 .002821 .000806 .001335 .000257 42
.003497 .004385 .005308 .000633 .004220 .001268 .006907 .012903 43
.016261 .020725 .024691 .028281 .029218 .028557 .029826 .034240 44 060000 .03e046 .034732 .032826 .029986 .026800 .018182 .015449 45
.018845 .018883 .011923 .007119 .007180 .010345 .010925 .008327 46 009095 .008113 .006503 .001543 .000469 .003478 .007879 .011924 47
.010515 .011897 .013856 .011438 .003477 .001925 .004767 .003771 48
.010053 .014729 .019518 .024901 .022910 .019301 .012164 .009818 49 011712 .009751 .008805 .009133 .008605 .002315 .000774 .003452 50 006571 .010827 .014705 .014747 .011319 .000454 .012896 .019883 51
.020180 .021711 .024933 .022398 .016076 014445 .012446 .009182 52
.002175 .004786 .005407 .008131 .011312 .011288 .005864 .006412 53
.009630 008888 .004743 .005025 .011881 .012023 .005833 .000143 54
.002295 .002311 .009214 .010153 .006701 001406 .007938 .009541 55
' .012568 .018499 ,024149 023776 .020215 .019733 .016557 011318 56
.007184 .002931 .003603 .001601 .001053 000977 .002064 .001130 57
.006046 .009912 .011243 .007900 .003806 .015228 .01f314 .011830 58
.011932 .010957 .010927 .005369 .000261 .000810 .000207 .004083 59
.007884 .009938 .011238 .010869 .006326 .002895 .008585 .009944 60
.010506 .014455 .012919 .011666 .013142 .012134 .006309 .000290 61
.000074 .000307 . 003963 .004510 .002331 .001704 006576 .013262 62
. 013549 .011245 .011056 .013796 .009729 .003282 .005018 .009054 63
.005038 ,001216 .005715 .008437 .006739 .002963 .001718 .005928 64
.014606 .012395 .002280 .001017 .007819 007442 .006434 .006707 65
.005893 003476 .002319 .006992 .011708 009252 .004833 .000662 66
.003352 .003688 .005035 .011693 .012524 .005062 .003933 .010636 67
.019050 .015648 .006804 .003285 .004640 .005799 .012284 .014121 013214 .017778 .021388 68 a.006391- .002307 .004254 .003370 .011637 69 r'~N .024328 .025757 .028828 .031996 . 021964 .008682 .003932 .005749 70
'( s,_ ) .004466 .005127 .011408 .018727 .026516 .031526 .029063 .023632 71
/, .024784 .028577 .031120 .024317 015312 .009173 .005697 .008905 028313 .027677 .023192 .014410 72
.013656 .016568 .021284 .023631 Page 1 of 4 NSPh009ti. doc 01/20/98-G-26
73
.006238 .005044 .003371 .002520 .003865 .007879 .015248 .019110 74
/ f,} .019951 .024856 .025429 .019711 .016508 .020396 .023329 .019769 75
( / .016138 .006218 .004493 .009998 .014665 .017625 .017570 .014370 76
.010836 .008653 .005310 .005487 .006676 .004171 .000216 .001344 77
.006345 .011498 .010644 .012214 .009817 .002425 .001600 .000587 78
. 001548 .001805 .003168 .009296 .011991 .010822 .010364 .006171 79
.001617 .003605 .005840 .005090 .005428 .011050 .022545 .025272 80
.021670 .018761 .016480 .017896 020951 .025338 .021222 .014167 81
.010332 .009627 .009528 .002540 .004943 .010069 .010046 .009544 82
.010425 .010549 .013899 .017514 .018760 .020209 .019448 .014747 83
.005501 .001576 .002503 .011231 .019399 .021276 .024028 .030785 84
.031937 .027635 .018658 .010154 .006650 .006389 .008285 .012247 85
.022408 .032993 .032096 .027079 .024515 .026974 .026752 .023983 86
.023641 .023629 .026442 .024218 .023083 .021178 .013183 .004104 87
.003929 .011079 .019980 .026119 .029339 .030481 .030662 .022089 88
.007373 .002165 .005042 .003432 .006225 .011065 .011218 .011015 89
.015647 .015679 .011685 .013011 .014542 .011177 .012112 .014691 90
.016143 .020926 .023362 .024631 .023959 .021745 .018578 .011261 91
.000288 .008703 .015908 .023667 .024451 .014724 .001505 .004067 003467 ,005901 .006521 .008283 .006752 .008183 .007587 .003890 92 93
.005252 .010912 .011505 .001831 .006327 .006103 .003021 .003663 94
.006210 .008672 .008617 .004800 .004404 .018059 .021138 .013764 95
.007739 .005116 .006603 .007117 .003629 .001009 .003345 .010775 96
.011628 .015212 .022775 .025559 .024982 .02:373 .013965 .004156 97
.002132 .003707 .001177 .005592 .007803 .008548 .007548 .007384 98
.007907 .005245 .002682 .001566 .001439 .000683 .002468 .008549 99
.012718 .016354 .017680 .014768 .008164 .000776 .004944 .005834 100 007650 .009362 .009674 .007961 .009835 .015192 .012563 .008056 101
.009491 .015140 .020400 .018323 .016269 .015884 .015823 .014426 102
.021717 031712 .036372 .034891 .029937 .026070 .022256 .014057 103
.004361 .000939 .002261 .003639 .008758 .012813 .016357 .015565 104
.012872 014489 .020062 .023237 .022365 .017583 .008473 .004396 105
.007446 .015583 .024398 .021930 .016052 .014514 .011338 .002724 106
.002533 .003455 .003706 .004503 .003302 .001819 .003101 .000082 107
.001049 .000176 .000646 .000976 .006643 .016090 .025960 .029809 108
.030127 .031040 .031039 .029230 .024854 .017818 .010732 .005663 109
.002261 .001907 .002870 .000647 .001664 .000123 .003938 .004630 110
.005196 004356 .007266 .009797 .010491 .011811 .014307 .018235
['x .020544 .020709 .022143 .022055 .015976 .009578 .009596 .015134 111 112
.019002 .017750 .014199 .011936 .010510 .009690 .011302 .014367 113
.018991 .021626 .022158 .021212 .017069 .012107 .006352 .002897 114
.003528 .003037 .002927 .003571 .004637 .004123 .001606 .002960 115
.005382 .005430 .004136 .004371 .005151 .004438 .005262 .006911 116
.006644 .005259 .004819 .003246 .001324 .001206 .000792 .000798 117
.001193 .004479 .004714 .004431 .003947 .005720 .007081 .007770 118
.009602 .010927 .009927 .008174 .005884 .004583 .006644 .009425 119
.011304 011365 .009215 .007578 .005519 .004137 .004718 .004125 120
.002715 .001895 .000893 .000289 .000166 .000890 .000189 .000670 121
.000197 .001018 .001122 .001413 .001099 .000391 .001208 .001879 122
.000155 001670 .000313 .002573 .003616 .002468 .001862 .000895 123
.000519 .001049 .001172 .001626 .003548 .005682 .005740 .003303 124
.001377 001412 .001166 .000039 .001393 .001754 .001137 .001423 125
.001731 .001650 .001953 .002765 .004311 .005405 .005281 .005202 126
.005163 .005208 .004622 .003497 .002534 .002172 .002117 .001486 127
.000568 .000171 .000116 .000284 .000720 .000574 .000388 .000586 128
.000619 000437 .000159 .000075 .000120 .000058 .000009 .000025 2
1 20 SNSP-PINGP DBE 6 EL.515 COL.1 199' 1 9 1 4 0 .07 .12 650 1 1 2 10 1 4 0 .07 .22 650 1 1 3 10 1 6 0 .07 .12 650 1 1 4 11 1 6 0 .12 .11 650 1 1 5 11 1 3 0 .12 .115 650 1 1
.6 11 1 6 0 .1 .125 820 1 1 7 11 1 6 0 .1 .125 820 1 1 8 12 1 6 0 .1 .125 820 1 1 9 12 1 6 0 .1 .125 820 1 1 10 12 1 9 0 .07 13 1000 1 1 11 12 1 9 0 .07 .13 1000 1 1 12 13 1 9 0 .07 .13 1000 1 1 13 13 1 17.5 0 .07 .13 1000 1 1 14 13 1 17.5 0 .07 .13 1000 1 1 15 13 1 17,5 0 .07 .13 1130 1 1
,s 16 13 1 17.5 0 .07 .13 1225 1 1 g i .07 .13 1590 1 1 i _ ,/ 17 13 1 17.5 0 18 13 1 17 5 0 .07 .13 1950 1 1 Page 2 of 4 NSPh009ti. doc 01/20/98 G-27
19 7 1 20 0 .07 .155 2500 1 1
.155- 5000
/N 20 3 0 0 0 0 1 1 19 0 8
13 0 0 0 11 .01 SHEAR MODULUS CLAY - MAY 1972
.0001 .000316 .001 .00316 .01 .0316 .1 .316
- 1. 3.16 10.
2300. 2100. 1750. 1300, 920. 600. 350, 175.
- 84. 30. 10.
10 1 DAMPING CLAY - MAY 24, 1972
.0001 .001 ,00316 .01 .0316 .1 .316 1.
3.16 10.
- 2. 2.5 3.5 4.75 6.5 9.25 13.75 20.
- 26. 29.
11 .5 SHEAR MODULUS SAND SQ. ROOT REL. - MAY 1972
.0001 .000316 .001 .00316 .01 .0316 .1 .316
- 1. 3.16 10.
- 61. 60. 57, 50.4 40, 27. 15. 7.
- 3. 3. 3.
9 1 DAMPING SAND + FEBRUARY 1971
.0001 .001 .003 .01 .03 .1 .3 1.
10.
- 1. 1.6 3.12 5.8 9.5 15.4 20.9 25.
25.5 8 .01 ATTENUATION OF ROCK AVERAGE
.0001 .0003 .001 .003 .01 .03 .1 1.
2000. 2000. 1975. 1905, 1800. 1620. 1450. 1100.
5 1 DAMPING IN ROCK AVERAGE 9/4
.0001 .001 .01 .1 1.
.4 .8 1.5 3. 4.6 10 30C1 (CLAY PI = 0-10) MODULUS REDUCTION CURVES, FEB 1988
.0001 .001 .00316 .01 .0316 .1 .316 1.
3.16 10.
- 1. .974 .915 .786 .574 .312 .16 .06
.02 .006 1 DAMPING CLAY - MAY 24, 1972 f}
5 10
.0001 .001 .00316 .01 .0316 .1 .316 1.
\s><j 3.16 10.
- 2. 2.5 3.5 4.75 6.5 9.25 13.75 20,
- 26. 29.
10 30C2 (CLAY PI =10-20) MODULUS REDUCTION CURVES, FEB 1988
.0001 .001 .00316 .01 .0316 .1 .316 1.
3.16 10.
- 1. .997 .974 .881 .674 .425 .22 .076
.03 .01 10 1 DAMPING CLAY - MAY 24, 1972
.0001 .001 .00316 .01 .0316 .1 .316 1.
3.16 10.
- 2. 2.5 3.5 4.75 6.5 9.25 13.75 20.
- 26. 29.
10 30C3 (CLAY PI =20-40) MODULUS REDUCTION CURVES, FEB 1988
.0001 001 .00316 .01 .0316 .1 .316 1.
3.16 10.
- 1. .999 .98 .91 .78 .532 .293 .137
.075 .025 10 1 DAMPING CLAY - MAY 24, 1972 0001 .001 .00316 .01 .0316 .1 .316 1.
3.16 10.
- 2. 2.5 3.5 4.75 6.5 9.25 13.75 20.
- 26. 29.
10 30C4 (CLAY PI =40-80) MODULUS REDUCTION CURVES, FEB 1988
.0001 .001 .00316 .01 .0316 .1 .316 1.
3.16 10.
1 .995 .982 .934 .819 .61 .41 .202
.118 .035 5 1 DAMPING IN ROCK AVERAGE 9/4
.0001 .001 .01 .1 1.
4 .8 1.5 3. 4.6 10 30C5 (CLAY PI > 80 ) MODULUS REDUCTION CURVES, FEB 1988
.0001 .001 .00316 .01 .0316 .1 .316 1.
3.16 10.
/N . 1. 1. .979 .937 .85 .713 .545 .336
$ j .28 .06 V
01/20/98- Page 3 of 4 NSPh009ti. doc G-28
10 1 DAMPING CLAY - MAY 24, 1972
.1 .316 1.
/
i h
.0001 3.16
.001 10.
.00316 01 .0316
# 2. 2.5 3.5 4.75 6.5 9.25 13.75 20.
- 26. 29.
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P CC S HC tA N I
OE IN TO 0 AZ 0 0 0 0 0 0 0 0 R 0 0 0 0 0 0 0 0
.TE 0 0 0 0 CI CU AQ R
F
.C 6 2 4 1 2 8 9
(
) QE 5 7 4 0 1 4 4 SS 3 4 3
/ 3 3 3 3 NC 0 A 1 E
M f o
6 e
g S E 6 a
R MC 8 7 7 6 6 9
6 9 9 P
E IE 9 9 9 9 Y TS E 6 6 6 6 6 A 6 I n B o U C S
W 9 E 9 N 1 N 1 .
I C _
0 9 L C 6 7 9 1 8 1
- O A 0 1 8 7 1 0 3 C C 3 5 5 3 3 0 7 I . 6 6 6 6 6 8 5 T 5 XC A
0 0 0 0 0 0 0 O 1 H v5 M A
L 4
f 7E t 99 P /E M 1B O /D C 3 0 0 P H 0 5 0 5 0 4G T
- f N PTEF 9 6 4 1 9 9 9
- HI 0 2 4 6 7 7 9
O I T
.T I P ES . N O KO N N IN NI N R AP R I I I I dE E H H H H H TI H wD Y T T I T TI T I T 8
)*.* n A I I U I 9
% rL c I WWWWWOW /
0
- rI
- AO 2
- ES /
' %*1 1 go g
t na o tN g c
1*"* OPTION 9 "* COMPUTE RESPONSE SPECTRUM
/m s
'd COMPUTE RESPONSE SPECTRUM IN LAYER 13
. RESPONSE SPECTRUM ANALYSIS FOR LAliER PRJMBER 13-CALCULATED FOR DAMPING .050 TIMES AT WHICH MAX. SPECTRAL VALUES OCCUR TD = TIME FOR MAX RELATIVE DISP.
TV e TIME FOR MAX. RELATIVE VEL.
TA e TIME FOR MAX. ABSOLUTE ACC.
DAMPING RATIO = .05 PERIOD TIMES FOR MAXIMA TD TV TA
.00- 6.9700 7.0600 6.9700
.06 2.3300 6.3100 2.3300
.06 7.0000 4.7300 7.0000
.07 6.9600 4.7400 4.7600
.08 4.7700 4.7500 4.7700
.08 6.9900 4.7500 6.9900
.05 4.7800 4.7500 4.7800
.10 4.7900 7.1600 4.7900
.11 6.9600 2.5600 6.9600
.12 6.9800 2.6400 6.9700
.13 6.9900 4.8400 6.9900
.14 3.4500 3.4100 3.4500
.16 7.4800 7.0600 7.4800
.17 4.8200 4.8600 4.8100
.19 ~ 4.8300 4,8800 4.8300 4.8400 4.8900 4,8400
.21
.23 5.2000 5.1500 5.2000
.25 8.5400 9.1000 8.5400
.28 2.3400 2.4100 2.3400
['~'% .30 2.3800 7.0900 2.3700
(
%-- .33 7.2100 7.1100 7.0300
.36 7.2300 7.3200 7.2300
.40 7.4800 7.3600 7.4700
.44 7.5200 7.6300 7.5200
.48 2.4800 2.3703 2.4700
.52 7.5900 7.7100 7.5800
.58 7.9500 7.5100 7.9400
.63 8.0200 8.2100 8.0100
.69 8.1000 8.2700 8.0900 76 7.1700 7.0200 7.1500
.83 6.1800 7.0500 6.1600
,91 6.2900 6.0900 6.2700 1.00 6.4400 6.1600 6.4200 1,10 7.2200 7.0300 7.2000 1.20 9.3700 9.6700 9.3500 1.32 9.4700 9.7500 9.4500
-1.45 9.6300 9.3300 9.6100 1.58 3.5200 9.4100 3.5000 1.74 8.3400 8.7400 8.3100 1,91 7.6700 8.1200 7.6400 2.09 7.8800 7.5100 7.8400 2.29 4.0400 4.5100 4.0100 2.51 4.1300 4.5300 4.1000
'2.75 4.2200 4.7300 4.1700 3.02 4.3400 3.7800 4.2900 3.31 4.4700 3.9600 4.4200 3.63 6.9300 7.5800 6.8900 3.98 7.0300 7.7900 6.9600 1 4.37 7.4100 6.7900 7.3700 4.79 5.7000 6.8100 5.5000 5.25- 5.9600 6.8300 5.8800 1- SPECTRAL VALUES--
DBE TH#4 3/1/97 Av NSP-PINGP DBEGEL.515 COL.1 199 DAMPING RATIO = .05
,s ABS. ACC. PSU. ABS.ACC. FREQ.
(' ~j NO. PERIOD S EC .
REL. DISP.
FT.
REL. VEL.
FT./SEC.
PSU.REL. VEL.
FT./SEC. C. C. C/SEC.
Page 7 of 10 NSPv008c. doc 1/20/98-G-38
) .00 .00000 .00000, .00036 .06957 .06954 1000.00
('- 1
.01154 .02154 .07240' .07303 17.38
- 2 .06. .00020 3 .06 .00023 01271 .02317 .07169 .07165 15.85 4 .07 .00028 .01564 .02564 .07296 .07232 14.45 5 .08 ,00034 .01536' .02810 .07307 .07229 13.18 6 ,08 .00040 .01315 .02990 .07021 .07015 12.02 7 .09 .00049 .01677~ .03380 .07235 .07231 10.96 8 .10 .00063 .02073- .03981 .07756 .07768 10.00 9 .11 .00085 .03053 .04853 .08641 .08636 9.12 10 .12 .00099 .03Ge4 .05195 .08467 .0E431 8.32 11 .13 .00143 .04374 .06715 .09917 .09940 7.59 12 .14 .00183 .06981 .07946 .10648 .10727 6.92 13 .16 .00221 .06917 .08759 .10949 .10784- 6.31 14 .17 .00294 .08736 .10645 .12022 .11953 5.75 15 .19 .00380 .11341 .12535 .12780 .12837 5.25 16 .21 .00439 .12518 .13207 .12299 .12334 4.79 17 .23 .00595 .15371 .16329 .14016 .13909' 4.37 18 .25 .00684 .16313 .17110 .13426 .13292 3.98 19 .28 .00921 .17316 .21002 .14878 .14879 3.63
- 20 .30 .00949 .18237 .19745 .12826 .12758 3.31 21 .33 .01155 .21402 .21907 .12995 .12910 3.02 22 .36 .01348 .22398 .23324 .12585 .12535 2.75 23 .40 .01582 .23600 .24965 .12305 .12237 2.51 24 .44 .01878 .25362 .27037 .12143 .12086 2.29 25 .48 .02077 .25591 .27271 .11169 .11118 2.09 26 .52 .02507 .28334 .30012 .11226 .11159 1.91 27 .58 .02819 .30123 .30784 .10486 .10439 1.74 28 .63 .03215 .30121 .32014 .09944 .09901 1.58 29 .69 . .03480 .34316 .31604 .08951 .08914 1.45 30 .76 .04278 .35907 .35432 .09166 .09114 1.32 31 .83 .04184 .31622 .31604 .07451 .07414 1.20 32 .91 .05121 .32257 .35281 .07593 .07549 1.10 33 1.00 .05366 .34719 .33717 .06602 .06579 1.00 34 1.10 .06408 .39079 .36722 .06577 .06535 .91 35 1.20 .05944 .32759 .31067 .05059 .05042 .83 36 1.32 .09329 .42391 .44466 .06616 .06582 .76
[ .
.42409 .42738 .05803 .05769 .69 4 31 1.45 .09832
- 38 1.58 .08217 .36180 .32578 .04032 .04011 .63 39 1.74 .11477 .48557 .41496 .04677 .04659 .58 40 1,91 .15503 .58336 .51120 .05266 .05235 .52 41 2.09 .16891 .49881 .50797 .04786 .04744 .48 42 2.29 .14376 .44562 .39430 .03373 .03359 .44
'43 2.51 .17499 .43086 .43772 .03423 .03400 .40 44 2.75' .20258 .39692 .46213 .03297 .03274 .36 45 ~3.02 .22287 .41943 .46370 .03017 .02996 .33 46 3.31 .23383 .47354 .44368 .02634 .02615 .30 47 3.63 .27102 .54813 .46900 .02547 .02521 .28 48 3.98 .32040 .52921 .50568 .02522 .02479 .25 49 4.37 .33397 .57837 .48072 .02162 .02149 .23 50 4.79 .32050 .64094 .42074 .01724 .01715 .21 51 5.25 .36121 .60696 .43245 .01620 .01608 .19 VALUES IN PERIOD RANGE .1 TO 2.5 SEC.
AREA OF ACC. RESPONSE SPF.CTRUM = .166 AREA OF VEL. RESPONSE SPECTRUM . = .897 MAX. ACCELERATION RESPONSE VALUE = .149 MAX. VELOCITY RESPONSE VALUE = .583 1**" OPTION 9 "* ' COMPUTE RESPONSE SPECTRUM COMPUTE RESPONSE SPECTRUM IN LAYER 19
' RESPONSE SPECTRUM ANALYSIS FOR LAYER NUMBER - 19 CALCULATED FOR DAMPING .050
</ [ ' TIMES AT WHICH MAX. SPECTRAL VALUES OCCUR
- I ! . TD e TIME FOR MAX RELATIVE DISP.
V -. TV = TIME FOR MAX. RELATIVE VEL.
1/20/98 Page 8 of 10 NSPv008c. doc G-39
.s TA = TIME FOR MAX. ABSOLUTE ACC.
/ s
( ) .05
\s ) DAMPING RATIO =.
PERIOD TIKES FOR MAXIMA TD TV TA
.00 6.9500 6.1900 6.9500
,06 2.3000 6.3400 2.3000
.06 4.7300 2.9400 4.7300
.07 4.7400 2.8000 4.7400
.08 6.9600 2.1800 6.9600
.08 6.9700 7.0000 6.9700-
.09 6.9700 3.0500 4.7400
.10 4.7500 7.1200 4.7500
'.11 2.3200 2.3500 2.3200
.12 2.5700 2.6000 2.5700
.13 4.7700 7.2100 4.7700
.14 3.4100 3.3700 3.4100
.16 7.4500 7.0300 7.4500
.17 4.7800 4.8300 4.7800
.19 4.7900 4.8500 4.7900
.21 4.8100 4.8600 4.8000
.23 5.1700 5.1100 5.1700
.25 8.5100 9.0700 8.5100
.28 2.3100 2.3800 2.3100
.30 2.3500 7.0500 2.3400
,33 7.0000 7.0800 7.0000
.36 7.2000 7.2900 7.2000
.40 7.4500 7.3200 7.4400
.44 7.4900 7.6000 7.4900
.48 2.4500 2.3300 2.4400
.52 7.5600 7.6700 7.5500
.58 7.9200 7.4800 7.9100
.63 7.9900 8.1800. 7.9800
,69 8.0700 8.2400 8.0600
/,~s\ .76 7.1400 6.9000 7.1200 t ) .83 6.1500 7.0200 6.1300
\~- .91 6.2600 6.0600 6.2400 1.00 6.4100 6.1300 6.3900 1.10 7.1900 6.9900 7.1700 1.20 9.3400 9.6400 9.3200 1.32 9.4400 9.7100 9.4200 1.45 9.6000 9.3000 9.5800 1.38 3.4900 9.3800 3.4700 1,74 8.3100 8.7100 8.2900 1.91 7.6400 8.0900 7.6100 2.09 7.8400 7.4800 7 8100 2.29 4.0100 4.4800 3.9900 2.51 4.1000 4.5100 4.0700 2.75 4.1900 4.7000 4.1500 3.02 4.3000 3.7200 4.2500 3.31 4.4300 3.9200 4.3900 3.63 6.9000 7.5500 - 6.8500 3.98 7.0000 7.7600 6.9300 4.37 7.3800 6.7600 7.3400 4.79 5.6700 6.7800 5.4700 5.25 5.9300 6.8300 5.8600
-1 SPECTRAL VALUES--
DBE TH84 3/1/97 Av NSP-PINGP DBE9EL.515 COL.1 199 DAMPING RATIO = .05 PERIOD REL. DISP. REL. VEL. PSU.REL. VEL. ABS. ACC. PSU. ABS.ACC. FR.T .
NO.
FT. FT /SEC. FT /SEC. G. G. C/SEC.
SEC.
1 .00 .00000 ,00000 .00041 .08000 .07997 1000.00 2 .06 .00023 .01726 .02523 .08515 .08556 17.38 3 .06. .00027. .01604 .02738 .08404 .06405 15.85 4 .07 .00034 .01822 .03077 .08642 .08680 14.45 5 .08 .00039 .01954 03240 .08375 .08335 13.16 6 .08- .00052 .02294 .03952 .09295 .09272 12.02
.08504 .08401 10.96
[ \ 7 .09
.10
.00057
.00078
.03021
.03432
.03927
.04870 .09646 .09502 10.00
-\' '/ ' 8 9 .11 .00094- .03905 .05361 .09544 .09540 9.12 Page 9 of 10 NSPv00Bc. doc 1/20/98 i G i i: . . . . . . . .. . . . . . . . . . . . . . . . . . . . . __ . . . . . . . , . .. . .. .
10 .12 .00110 .04831 .05752 .09442 09336 8.32
/. s 11 .13 .00149 .04918 .07122 .10456 .10542 7.59
( 12 .14 .00190 .07546 .08242 .11187 .11127 6.92
'" 13 .16 .00232 .07221 .09197 .11284 .11323 6.31 14 .17 .00302 .08546 .10906 .12307 .12245 5.75 15 .19 '.00379 .11060 .12490 .12932 .12791 5.25 16 .21 .00432 .12535 13006 .12287 .12147 4.79 17 .23. .00586 .14771 .16085 .13715 .13701 4.37 18 .25 .00679 .16004 .16974 .13260 .13186 3.98 19 .28 .00903 .17273 .20594 .14580 .14590 3.63 20 .30 .00938 .18263 .19525 .12726 .12616 3.31 21 .33 .01153 .20924 .21871 .12951 .12888 3.02 22 .36 .01332 22042 .23048 .12416 .12387 2.75 23 .40 .01568 .23344 .24749 .12211 .12131 2.51 24 .44 .01859 .24967 .26765 .12017 .11964 2.29 25 .48 .02060 .25386 .27043 .11077 .11025 2.09 26 .52 .02485 .28147 .29747 .11127 .11060 1.91 27 .58 .02803 .29817 .30601 .10427 .10377 1.74
- 28. .63 .03201 .30254 .31873 .09902 .09857 1.58 29 .69 .03463 .33931 .31452 .08909 .08871 1.45 30 .76 .04264 .35902 .35316 .09141 .09084 1.32 31 .83 .04174 .31025 .31534 .07435 .07398 1.20 32 .91 .05109 .32494 .35198 .07573 .07531 1.10 33 1.00 .05358 .34677 .33668 .06594 .06570 1.00 34 1.10 .06390 .38930 .36616 .06556 .06516 .91 35 1:20 .05940 .32708 .31043 .05055 .05038 .83
. 36 1.32 09324 .42270 .44441 .06613 .06578 .76
'37 1.45 .09822 .42450 .42697 .05798 .05764 .69 38 1.58 .08216 .36255 .32573 .04029 .04010 .63 39 1.74' .11477 .48645 .41497 .04676 .04659 .58 40 1.91 .15499 .58534 .51108 .05266 .05234 .52 41 2.09 .16883 .49796 .50772 .04784 .04742 .48 42 2.29 .14379 .44415 .39436 .03373 .03359 .44 43 2.51 .17502 .43159 .43780 .03423 .03401 .40 44 2.75 .20257 .39990 .46213 .03297 ,03274 .36 45 3.02 .22285 .42164 .46364 .03019 .02996 .33 46 3.31 .23383 .47363 .44368 .02635 .02615 .30
/_' ' 47 3.63 3.98
.27102
.32023 54701
.52743
.46901
.50540
.02548
.02521
.02521
.02477
.28
.25 4 48
\~> 49 4.37 .33408 .57901 .48087 .02163 ,02150 .23 50 4.79 .32060 .64011 .42086 .01724 .01716 .21 51 5.25 .36124 .60420 .43250 .01620 .01608 .19 VALUES IN PERIOD RANGE .1 TO 2.5 SEC.
AREA OF ACC. RESPONSE SPECTRUM = .166 AREA OF VEL. RESPONSE SPECTRUM = .896 MAX. ACCELERATION RESFONSE VALUE a .146 MAX. VELOCITY RESPCNSE VALUE = .585 Total execution time = .2 mins o
!' ~3
! )
x_ /
'1/20/98 Page 10 of 10 i NSPv008c. doc G-41 m _
O SIIAKE88 INPUT FILE Nsps008ci. doc O
i I
t i
I G-42
2048 .45 (p) s ,y 1
1024 2048 .01DdE TH84 3/1/97 Av 1.333333 0 100000 1
.000000 .000077 .000105 .000046 .000011 .000078 .000015 .000205 2
.0C0411. 000476 .000472 .000327 .000339 .001054 .000382 .000854
.000836 .000966 002646 .003652 .003033 .002647 .003841 .003548 3 4
.001977 .002473 4 004512 .004954 .003881 .005921 .006952 .006222 007048 .004925 .003388 .003371 .000246 .002075 5
.006845 .007737
.001380 .001608 .002541 .002039 .000931 .000723 002432 .001617 6 7
.000204 002073 .000497 .002679 .004649 .004260 .001449 .002217 8
.002668 .000515 000269 .003488 .005096 .002525 .001428 .004049 9
.010353 .011397 010001 .012461 .012080 .013325 .010300 .010850 10
.012025 .008965 .004924 .001850 .003542 .004239 .000592 .000446
.002126 ,003936 .007044 .009748 .010411 .012293 .015735 018092 11 12
.014677 .012904 .014163 .019690 .015477 .012959 .008703 .004033 13
.000116 4000920 .004913 .001061 .007441 .005862 .007113 .005399 14 000362 .002651 .000200 .003883 .003197 .005241 . 005035 .002426 15
.004749 .004973 003800 .006988 .005129 .000496 .005129 .004146 000342 .001354 .009390 .012249 .008009 .000271 16
.001820 .000240 17
.003996 .005454 .000778 .002494 .004262 .009505 .000160 .003166 18
.000987 .007038 .Y13826 .016046 010428 .006121 .007094 .011897 19
.010379 .007258 .004404 .003007 .003815 .002061 .004909 .008874 20
.008626 .011176 .012091 .014250 .016124 .013782 .011514 .008814 21
.007843 .008019 .016910 .015026 .012178 .007896 .000002 .004512 22
.003072 .004191 .001586 .004393 .002156 .000753 .002287 .000171 23
.000392 .002877 .006795 .007952 .008087 .000332 .000799 .005272 24
.005410 .007614 014331 .025282 .032040 .020385 .014775 .012407 25
.015850 .014525 .015693 .028267 .031335 .028383 .017972 .018954 26
.018587 .012340 010661 014176 .009277 .005829 .004345 .005213 27
.003057 .009368 .010051 .012206 .012044 .010244 .009393 .016690 28
.011107 .002917 .014045 .020255 .019463 .023577 .026262 .027584 29
.028406 .024123 .022408 .029236 .034368 .039765 .040760 .039173 30
.034722 .026478 .016305 .015383 .011012 .002610 . 005330 .015420 31
.012629 .012079 015404 .008812 .009394 .007211 .006877 .003581 32
.004853 .001612 .005740 .000959 .008358 .011619 . 015517 .018530 33 jsg .020580 .017434 007047 .009437 .007007 .004280 .000395 .002065 34
- ) .001301 .006422 007C39 .003366 .005920 .007895 .011433 .000839 35
(,/
.012283 .017674 ,015211 .018419 .006746 .003300 .005643 .005223 36
.002737 .000505 .006090 .004529 006209 .010070 .003135 .006541 37
.006729 .000730 .003825 001685 .000681 .005077 .017624 .021022 38
.011572 .013660 .012883 .009111 .004037 .003313 .001861 .005938 39
.006343 .008233 .015120 .009962 .013555 .020640 .022980 .015017 40
.020249 .014811 .012240 .000148 .006665 .000891 002238 .002746
.008233 .007707 .007404 .004715 .002360 .006178 006305 .005919 41
.017725 .009584 .006617 .012607 .012785 .01142 .001814 .007182 42 43
.009098 .008531 .011139 .010586 .011036 .019256 .014646 .013502
.008840 009850 .004185 .001225 .004865 .003328 007948 .007890 44 45
.001068 .002367 .00i186 .004896 .000770 .010710 .010860 .010418 46
.004610 .007527 002870 .003284 .010933 .008366 .005351 .005081 47
.010529 .015330 .017093 .022928 .018181 .005684 .000814 .005404 48
.007652 .007468 .000154 .006121 .009679 .011523 .013441 .010133 49
.013307 .006622 .007221 .012372 .021037 .019916 .007016 .000970 50 i .016640 .009472 .006993 .008232 .008891 .000328 .000360 .006702 51
.012748 .000894 .007641 .007245 .003244 .004787 .001160 .004684
[ 52 l .000340 .007438 .016383 .016258 .004271 .006075 .012684 .012298 53
! .006170 .006931 .010602 .017238 .010452 .000479 .000306 .000739 54
.006418 .001803 .011873 .017906 .010901 .008253 .008563 .001366
.012498 001472 55
.001546 .000237 .000020 .000457 .006224 .01PS A
.00. .;9 .002303 .002370 56
.012731 .010104 .010719 .014314 .011346 57
.004424 .000040 .003478 .001013 .011788 .018938 .019024 .019491 58
.019884 .015224 .013055 .018713 .015889 .006984 .004210 .001356 59
.005172 .005022 .003558 .012248 .016429 .009234 .007120 .007334 60
.022467 .032466 .030470 .034918 .040182 .034412 .030744 .022454 61
.020816 .017259 012022 .013425 .006803 .005143 .012467 .007308 -
62 004377. .007966 .009386 .007887 .009003 .005466 .012312 .010398 63 004034 .001740 .000226 .009260 .013000 .010390 .008657 .012057
.006472 002043 .006051 .012190 .002357 001956 .006167 .012416 64 65
)
.020539 .017844 .017053 015222 .011150 .006226 .002952 005940
.001970 .002442 .003832 .001935 .001138 .005632 .001610 .002249 66 l 67 l 000819 .003244 .005865 .002870 .001716 .001251 .005285 .014699 68
.025646 .021490 .019337 .017856 .014394 .012739 .003262 .007464 003623 .001701 .008463 .002277 .009116 010460 .004226 69
<-s -
.001142 70 l i' .006544 .005908 .006977 .014973 .015112 .008235 .010147 .018726 71
\ _ ,,/ .017333 008404 .008732 .020082 .012632 .004295 .005708 .012297 72
.008069 .000637 .006322 .021722 .007169 .004985 .000313 .003874 Page 1 of 4 nepv008ci. doc 01/20/98 G-43
e p'
l- . .
. ,002915 4007186 .004133 .010380 .004363 .003787 .000941. 007595 .73 74
.000209 .004481 v.004316 .004677 .004391 .011909 .008467 .003192 75
,007643 a.007216 .005407 .006935' .011011 .012903 .002979 .001884
'5 . 002989 . 001720 .005578 .004688 v.011036 .016614 .019657 .019998 76 008953 010508 .014046 .006808 .008876 .004690 .005294 77
.013622 78
.001448. .008657 .020555 .013702 .004774 . 002809 .006916 .003868 79
.006363 .003071' .007467 .014042 .003433 .031512 .002453 .004347 017522 .019170 .007511 .007867 .012886 4.016476 80
. .001326 .005772 81
.016942 e.014464 .022322 .019450 .005617 .009282 .008900 .009617 82
.005664 .000254 4.012015 .014772 .010528 .004245 .008290 .005805 83
. 004960 004270 .010299 .003724 .006503 .008493 .008926 .010444 84
. 009721 .000746 .003438 .007090 .013780 .014652 .015866 .020060 85 020195 .024258 .027110 .021967 .013436 .007847 .007037 .002674 66
.003619' .000402 .002141 .001003 .000124 .004577 .016072 .023426 87
.019387 .022579 .032179 .037524 .033584 .039802. 044542 .042997 88
.060000' .048386 .045988 .030667 019038 .017747 .005182 .001666 89
.009338. .013622 .007872 .001401 .002137 .006006 .001217 .007304 90
.010339 .012293 .015146 .020148 .017914 .015354 .013637 .012765 91
.005109~ .002749 .002258 .001993. 002158 .002129 .000299 .001018 92
.008683 .006406 .000599 .000682 .006883 .000458 .006501 .005885 93
.003424 .007990 .012194 .020418 .029432 .021686 .019107 .031739 94
.027028 .012104 2009887 .015653 .019957 .018626- .010410 .005111 95
.002185' .001170 .001703 .003766 .002610 .004476 .005409 .000046 96
.002808 .000573 .004908 .010565 .009288 .004388 .000688 .002036 97 005615 .008117 .015669 .016245 .014968 .003471 .003238' .000045 98 000116 .003455 .008028 .007449 .015028 .023402 .027962 .025861 99
- .026316 .030105 .029240 v.024531 .015867 .010423 .009760 .004655 100
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's_ / .18 .06 Page 3 of 4 nspv008ci. doc l 01/20/98 G-45
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O IIAND CALCULATION CHECK OF EXCEL SPREADSHEET FILE
" Modulus,xis" O :
4 l
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1 4
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G-69
-_-_--_____-____J
q CALCULATION REPORT
/^ A PROJEcr PINGP LIOUEFAcrION ANALYSIS PAGENO.1 Or 4 L.s) SUBJECT CHECK CAI,C'S IN SHAKE 88 AND " MODULUS.xt.s" JOn NO. 28723A STS CONSULTANTS. LTD. PREPARED BY D. ABERNATHY DATE 3/12/98 CHECKED BY T. KIEFER DATE 3/12/98 APPROVED BY B. WA!.* ION DATE 3/12/98 OBIECTIVE:
Check calculations made within SHAKE 88 and the " Modulus.xis" spreadsheet used to calculate parameters used in the vertical SHAKE 88 input file.
GIVEN:
Modulus.xis spreadsheet which includes the " Shake Horizontal Parameters" and
" Shake Adjusted Vertical Parameters" worksheets. See Figure 23-REV1 for soil parameters.
=
- 1. "EHAKE HORIZONTAL PARAMETERS" WORKSHEET (s)
Calculate the shear modulus (G) computed within SHAKE 88 and the shear velocities (V, 20%) for input into the SHAKE 88 computer program.
V*
G=,y j 8
)
1 Shear velocities (V,) were obtained from the SASW testing results.
- Within layer #5, Vs=650 ft/sec, SHAKE 88 calculates shear modulus (G) intially as:
l l
V 2
(650ft /sec)'(115pcf)
G=,y = = 1,508,929 psf = 1500ksf OKV g 32.2ft / sec, also Vs-20% = 520 ft/sec l and Vs+20% = 780 ft/sec OK4 O
G l
\
l Rie: REVICAlf009. doc
i g CALCULATION REPORT PROJEcr PINGP LIOUEFACTION ANAIYSis PAGENo. 2 OF 4 l A SUBJECT CHECK CALC' SIN SIIAKE88 AND" MODULUS.XI.s"Jos No. 28723A STS CONSULTANTS.LTD. PREPARED BY D. ABERNATHY DATE 3/12/98 .
CHECKED BY T. KIEFER DATE 3/12/98 APPROVED BY B. WAl. TON DATE 3/12/98
-+Within layer #15, Vs=1130 ft/sec, SHAKE 88 calculates shear modulus (G) intially as:
V,' y (1130ft /sec)2(130pcf) OKV G 2
- 5,155,186 psf = 5155ksf >
g 32.2ft / sec I
also Vs-20% = 904 ft/sec and Vs+20% = 1356 ft/sec OKV I
{
aWithin layer #20, Vs=5000 ft/sec, SH AKE88 calculates shear modulus (G) intially as:
V,'y - (5000ft / sec)2(155pcf) OKV G 2
= 120,341,615 psf = 120,342ksf r~ g 32.2ft / sec O]
also Vs-20% = 4000 ft/sec and Vs+20% = 6000 ft/sec OKV
- 2. "SH AKE ADIUSTED VERTICAL PARAMETERS" WORf. SHEET (Modulus.xis)
Vertical modeling below the water table greatly depends on the Constrained Modulus (D) of water due to it's incompressibility. The Constrained Modulus greatly depends upon the Dilatational Compression Wave Velocity of water which was determined to be 5000 ft/sec
{
from reference tables.
The " Modulus.xis" worksheet was created to calculate the adjusted vertical parameters used to model vertical motions within the SHAKE 88 computer program. Results from the l final iteration of the horizontal modeling (file: nsph009t. opt) were used as input into the following calculations and the vertical model. Constrained Moduli (D) replaced Shear Moduli (G) in the vertical SHAKE 88 model.
Vertical damping factors (A) were assumed to be 1/3 of the final horizontal factors resulting from the horizontal model. I I
D i Y l l
Rie: REVICALC009. doc G-71
i r~v CALCULATION REPORT PROJEcr PINGP L10UEFACTION ANAI,Ysts PAGENo. 3. OF J,,
, 1 SUBJECT CHECK CALC's IN SH AKE88 AND " MODULUS.XLs" JOB No. 287234 l STS CONSULTANTS. LTD. PREPARED BY D. ABERNATilY DATE 3/12/98 CHECKED BY T. KIEFER DATE 3/12/98 APPROVED BY B. WALTON DATE 3/12/98 Above Water. Poisson's Ratio, used (v) = 0.35 for dry sands.
i 2G(1- v,)
and D, =
--+Within layer #2 - from the horizontal run output, G,=1,308 ksf and A=0.022; therefore 2G(1- v,) 2(1,308,000 psf)(1-035)
= 5,668,000 psf = 5,668ksf = G' OK4 (1- 2v, ) (1-2(035)
A 0.022 and "
3 /O V -+Within layer #4 - from the horizontal run output, G=1,073 ksf and A=0.041; therefore 2G(1- v,) 2(l.073,000 psf)(1-035)
= = 4,650,000 psf = 4,650ksf = G' OK4 D, = (1 - 2 v, ) (1-2(035)
A 0.041 l
= = 0.014 =A, OK4 i and 3 3 j l
- Below Water, the Dilatational Compression Wave Velocity of water, V,,=5000 ft/sec, is kept j constant. The vertical motion input values for Shear Modulus (G,) and damping (A,) were !
recalculated as displayed below:
-+Within layers #6 keeping V,=5000 ft/sec and density p =125 pcf - J V,' T (5000ft / sec)2(125pcf)
= 2
= 97,049,689 psf = 97,050ksf = G- OK4 2
D = (32.2ft /sec') (32.2ft/sec )
A 0.039 and withinlayer #7, '
3 3 fh File: REVICAlf009. doc G-72
g CALCULATION REPORT p A PROJECT PINGP LIOUEFACTION ANAI,YSIs PAGENO. 4 Or 4 SUBJECT CHECK CALC'S IN SH AKE88 AND "MODutrs.xts" JOn NO. 28723A STS CONSULTANTS. LTD. PREPARED BY D. ABERNATHY DATE 3/12/98 CHECKED BY T. KIEFER DATE 3/12/98 APPROVED BY B. WALTON DATE 3/12/98
)
-+Within layers #10 keeping V,=5000 ft/sec and density p =130 pcf -
2 V,, 7 (5000ft /sec)'(130pcf) I 2
=
2
= 100,931,677 psf = 100,932ksf = G' OK4 D = (32.2fr /sec') (32.2ft/sec )
A 0.040 and within layer #13, -=
- 3 The calculated values above were then input into the vertical SHAKE 88 model l (nspv008c.ipt) for one iteration. After one iteration the vertical acceleration time history file was generated for input into the QUAD 4M computer program.
Since the QUAD 4M computer program calculates vertical strains from horizontal strains l based on Poisson's Ratio (v), this ratio was varied below the water table to keep the Constrained Modulus (D) constant and hence the Dilatational Compression Wave Velocity
(~]
V (V,) of water constant. Therefore, for each soil element below water, Poisson's Ratio (v) was calculated as follows:
D,-2G 2
2D2 -2G
-+Within layer #7 - keeping D,=97,050 ksf and G=1,917 ksf -
D -2G 2
97,050 - (2)l,917 2
= 0.49 OK4 2D2 -2G (2)97,050 - (2)l,917 l
l *Within layer #13 - keeping D,=100,932 ksf and G=3,414 ksf-
-D,-2G 100,932 -(2)3,414 OK4
0.48 y = 2D -2G
2 2
(2)l00,932 - (2)3,414 Therefore, within the QUAD 4M input file (file "nspv008c. doc"), the adjusted value for Poisson's Ratio (v,) was used, as calculated above, to cause the computer program to use the Dilatational Compression Wave Velocity of water within the sands below the water l table A
~</
File: REVICAlf009. doc G-73
4
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SHAKE HORIZONTAL PARAMETERS I Lower From SASW High Shake Shear Shear Wave Shear Wave Shear Wave Layer Density Modulus Velocity Velocity Velocity
- y G V,-20% V, V,+20%
(pcf) (ksf) (ft/sec) (ft/sec) (ft/sec) 1 120 1575 520 650 780 2 120 1575 520 650 780 .
3 120 1575 520 650 780 4 110 1443 520 650 780 5 115 1509 520 650 780 6 125 2610 656 820 984 7 125 2610 656 820 984 8 125 2610 656 820 984 9 125 2610 656 820 984 10 130 4037 800 1000 1200 11 130 4037 800 1000 1200 12 130 4037 800 1000 1200 13 130 4037 800 1000 1200 14 130 4037 800 1000 1200 15 130 5155 904 1130 1356 16 130 6058 980 1225 1470 17 130 10207 1272 1590 1908 18 130 15352 1560 1950 2340 19 155 30085 2000 2500 3000 20 155 120342 4000 5000 6000
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O APPENDIX H-REV1 QUAD 4M ANALYSIS O
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CALCULATION COVER SHEET JOB NO. 28723A A PROJECT PINGP LIOUEFACT10N ANALYSIS SUBJECT CHECK OF COMPltrER PROGRAM OUAD4M ORIGINATOR: D. ABERNATHY DATE 03/12/98 CHECKED BY: T. KIEFER DATE 03/l?>98 NO. OF SHEETS 90 APPROVED BY: B. WALTON DATE 03/12/98 CAlr. NO.
RECORD OFISSUES NO. DESCRFr!ON BY DATE CHKD DATE APPRD DATE REV-1 Used Idriss-90 Damping DTA 3/a/96, TAK ih/4f WHW 7/n.hs PREllMINARY CALC. SUPERSEDED CALC. FINAL CALC. X 1
! SUMMARJ h A two dimensional dynamic finite element analysis was performed utilizing the computer code QUAD 4M (liudson, Idriss and Beikae,1994) available from the University of California at Davis.
The purpose of the dynamic analysis was to model the geometry and varying soil conditions at the PINGP site. The idealized soil profile was shown in Figure 23-REV1. The finite element mesh was extended approximately 900 feet on either side of the center line of the intake canal so that free field conditions could be modeled properly on the north side of the canal. At the south side of the canal high stiffness values were assumed for portions of the finite element mesh which represent the power plant structures. The base of the finite element mesh was established at El. 620.
Shear modulus values for the dynamic analysis were determined from the site specific SASW shear wave testing. The majority of the SASW testing results were obtained approximately 60 feet north or west of the crest of the intake canal. At these locations, the SASW test results represent free field conditions where the ground surface elevation is approximately El. 693. It was necessary to adjust these free field shear wave values, b to be consistent with the level of overburden existing beneath the slopes and bottom of the intake canal. The shear wave velocity adjustment for overburden stress was performed for each element of the finite element mesh within the following calculation spreadsheet.
l l
H-1 File: Quad 4m. doc 4
m
CALCULATION COVER SHEET 7 JOB NO. 28723A (O A PROJECT PINGP LIOUEFACTION ANALYSIS SUBJECT CHECK OF COMPtTTER PROGRAM OUAD4M ORIGINATOR: D. ABERNA'IIIY DATE 03/12/98 CHECKED BY: T. KIEFER DATE 03/12/98 NO.OFSHEETs 90 APPROVED BY: B. WALTON DA'IE 03/12/98 Calf. NO.
REsULTs The results of this analysis are displayed as Figures 34 through 41 in Appendix B to this report while input and output files have been provided in the attachments to this page.
Max. Horiz. Max. Vert. Max. Cyclic Max. Cyclic Case Filename Acceleration Acceleration Shear Stress Shear Strain An(g) A, (g) g (psg) y (y,)
@ EL.694i nspq9e4.* 0.1984 0.1214 63.5 0.013
@ EL.674i nspq9e4.* 0.1769 0.1011 524.7 0.037
@ EL.620 nspq9e4.* 0.0906 0.0696 932.3 0.029 m)
Reference OUAD4M - A Computer Procram to Evaluate the Seismic Response of Soil Stmetures Usinc Finite Element Procedures and Incorporatinc a Compliant Base, by M. Hudson, I.M. Idriss, and M. Beikae, Sponsored by the National Science Foundation, Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, May,1994.
Table of Contents:
Figure 23-REV1 - Idealized Soil Profile Used in Computer Models File "Georr2. doc" - Word computer file for checking Shear Modulus Corrections File "Nspinput.xis" = Excel spreadsheet of Georr calculations.
File "Nsph9tl3.sar"- Horizontal Shake EQ @ EL.620, input to QUAD 4M.
File "Nspv8cl3.sar" - Vertical Shake EQ @ EL.620, input to QUAD 4M.
File "Nspsoil2.dat" - Modulus reduction curves for NSP soils.
Figure 30A-REV1 - Shear Modulus Degradation Curves Figure 30B-REV1 - Damping Modification Curves File "Nspq9e4i. doc"- Computer input file for QUAD 4M File "Nspq9c4. doc"- Computer file of QUAD 4M output results.
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Y CALCULATION REPORT 1 PROJEcr PINGP LIOtiEFACTION ANALYSIS PAGE No.1 OF ),
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V SUBJECT SHEAR MODULUS CORRECTION JOBNo. 28723A STS CONSULTANTS. LTD. PREPARED BY L. PAYNE DATE 6/24/97 CHECKED BY D. ABERNATTIY DATE 6/24/97 APPROVED BY T. KIEFER DATE 6/24/97 OBJECTIVE Calculate a corrected shear modulus, G , for soil elements based upon the ratio of the initial, effective vertical stress (immediately after construction) in the free-field, c',, versus the final, effective stress applied to a soil element, c',. Changes between initial and final, effective vertical stress are due to elastic strains occurring within the model after construction.
GIVEN Values of G, are calculated using the following:
. A model of canal zone for QUAD 4M analysis of soil liquefaction. The model contains 888 elements and delineates 18 horizontal layers of soil with varying soil properties.
7 C' . Initial effective vertical stress on an element of soil, c',, (taken as the final free-field stress at x-coordinate -199 ft. in the model), and the effective stress applied to each soil element, c', determined from the FEADAM analysis.
. Shear wave velocity, V, , based on SASW testing for natural soils and corrected SPT N values, N., for fill soils.
DERIVATION OF G3 )
The initial shear modulus, G , which is the shear modulus in the free field is calculated using the following equation.
G, = V,' p = V,* E E
Values of G o, for all elements must be corrected to account for the changes in effective stress calculated by FEADAM. The formula for the corrected shear modulus, G., can be derived from the following relationship given by Seed and Idris (1973, Reference 1) for granular soils:
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G = 1000Kk File: GCoRR2. doc H-4
Y CA.LCULATION REPORT (3 m A PROJECT PINGP LIOtIEFACTION ANALYSIS PAGENO. 2 OF 1 C/
SUBJECT SHEAR modulus CORRECTION JonNo. 28723A STS CONSULTANTS. LTD. PREPARED BY L. PAYNE DATE 6/24/97 CHECKED BY D. ABERNATHY DATE 6/24/97 APPROVED BY T. KIEFER DATE 6/24/97 where, K is a function of soil type and relative density.
Relating the mean effective stress c',,, to the principal vertical stress o', ,
c', + a', + a', 2 a,. = a,. = 3 a,,
3 By substituting and rearranging the above equations, a relationship between initial and corrected shear moduli can be made.
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G,,, = 3999y =
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- C' , E 0' ,o G,,,,=G.h., ,
3 3 CALCULATION OF G 3 Values of G , for each element of the QUAD 4M model are shown in the attached spreadsheet.
Example calculations are shown below for elements 26 in layer 18 and 403 in layer 12.
- 1. Calculate Initial Shear Modulus, G. , for layer 18:
G* = V,' p = V E =
2
= 4,037 ksf N OK g 32.2ft / sec x 1000
- 2. Calculate Corrected Shear Modulus, G. , for element 26:
d2,986 psf G" = G, k = 4,037 = 2,990 N OK gl, g5,443 psf Repeat for each element requiring corrected G value.
- j 3.
File: GCORR2. doc ii-5
Y CALCULATION REPORT
,A PROJECT PINGP LIOUEFACTION ANALYSIS PAGENo. 3 OF d (V']
SUBJECT SHEAR MODULUS CORRECTION JOBNo. 28723A STS CONSULTANTS. LTD. PREPARED BY L. PAYNE DATE 6/24/97 CHECKED BY D.ABERNATHY DATE 6/24/97 APPROVED BY T. KIEFER DATE 6/24/97
- 1. Calculate Initial Shear Modulus, G , for layer 12:
(1,200ft / sec)2 x 125 pcf i G, = V,2 p , y'2 y - 2
- 5,590 ksf N OK g 32.2ft / sec x 1000
- 2. Calculate Corrected Shear Modulus, G. , for element 403:
k G,"" = G, frl.y3,216 =1,993
= 5,590]d409 psf Y OK psf t%
N.]
Note: See Calculation Report in SHAKE 88 Appendix for other calculations displayed within the "Nspinput.xis" spreadsheet.
REFERENCES
- 1. Seed, H. B., and Idris,1. M. " Analysis of the Slides in the San Fernando Dams Durine the Earthauake of Feb. 9.1971". Report to Ca. Dept. of Water Resources. Univ. of Ca.-Berkeley, June,1973
- 2. Richart, F. E., Hall, J. R., and Woods, R. D., Vibrations of Soils and Foundations. Prentice-Hall, 1970, pp. 353-354.
'Y File: GCORR2. doc H-6
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O QUAD 4M Ah INPUT FILE Nsph9tl3.sar O O H-36
T.H. no. 4, option 5,sub 13 '('-x)/ 2048
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i i L ,7 Nsph9t13.sar
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.016387 .016953: .017743 .014314 .011344 .007299 .004636 .005473 10 .003217' .002836 .001320' .005022 .006272 .009431 .010359 .013429 11 .0168811 .020468 .021163 .021371 .020156 .022826 .021107 .021497 12 .016687 .010349 .006718 .004279 .005581 .000822 .004848 .006467 13 .012342 .009169 .001747 .001578 .000405 .003720 .000841 .001510 .14 .006279 .008255 .007459 .005473 .004465 .007497 .006736 .003748 15 1 a.001448- .002388- .000312 .001384 .000563 .001757 .010274 .010590' 16' .009572 .004929 .004543 .005658 .005613 .010026- .005847 .005738 -17 .000951 .001349 000265 .005348 .006686 .010325 .015803 .014473 18 .015037 .015905 .015269 .014268 .008471 .004237 .004173 .002113 19 .000628 .004597 .009105 .012975 .015060 .017957 .019842 .019557 20 .017876 .015953 .013752 .013123 .018579 .016404 .016481 .012942 21 .004913 .008217 .007638 .008245 .005223 .003757 .002566 .005341- 22 .003087 .002601 ~ .001985 .002181 .004457 .004258 .008942 .003356 23 .005064 .000005 001400 .003927 .011877 .022699 .032718 .031156 24 .028207 .022571 .021688 .025163 .026432 .030957 .029295 .029156 25 .027077 .026936 .028673 .028127 .026545 .022785. .009882 .008683 26 'N -;004713 .006103 .003161 .000619 .005431 .014145 .015892 .015861 27 .015957 .019762 .016156 .008711 .001069 .013848 .018705 .023113 28 .028577 .034709 .042546 .041183 .036920. .038195 .036910 .044416 29 .0481811 .049500 .048711 .043917 .036466 .033204 .024852 .015472 30 .011720'.010491 .007050 .011973 .015349 .010603 .015959 .014973 31 .012628 .011323 .001042' .000696 .005784 .004195 .004731 .005163 32 .012153 .016562 .017867 .023934 .018957 .022779 .016941 .012214 33 .008738 .000748 .001308 .007088 .007161 .000260 .000693 .004719 34 .006384 .007796 000795 .013493 018696 .020731 .010375 .005624 35 .005846 .002756 .003220 .002539 .009324 .011715 .008186 .000304 36 .006740 .004996 .000249 .002254 .004852 .001279 .000838 .007631 37 .013250' .018631 .016690 .018603 .014809 .014588 .011564 .009096 38 .002335 .004798' 007520 .001211 .001442- .006938 .015429 .018858 39 .024158 .025107 .031650 .023100 .022370 .013021 .004721 .001974 40 .000919 .003100 .004565 .013156 .004347 .002515 .003816 .009546 41 c.003772 .000116 .007101 .007583 .009437 .012545 .010890 .019489 42 .014187 .005284 .002921 .010630 .011627 .013272 .016146 .023044 43 .020568 .021512 .017150 .013950 .010113 .008576 .008266 .006074 44 .004107. .004304 .005947 .004338 .001383 .002066 .001832 .003371 45 .006885- .013880 .010851 .009577 .007546 .007656 .013868 .010169 46
- .008537- .008479 .006216 .013834 .018313 .026127 .024225 .015421 47
.012445: .009750 .011068 .014344 .006545 .004896 .002077 .005760 48 .015208 .014959 .018419 .013847 .012295 .015133 .018933 .022180' 49 .017824' .015019 .017714 .011891 .019122 .015141 .009980 .005121 50 .003642 .005081 .009094 .005631 .001797 004910 .007710 .000293 51 . 002641~ .002381 .001628 -~011643 .013740 .012098 .009616 .009675 52 a - .012387 .015931' .018069 .016662 .010104 .012952 .011714 .008825 53 - .008356 .003155. .008728 .003096 .009427 .010036 .007198 .013678 54 s ~h._ [ }} { 012863 .014560, .013700-.010422 .005708 .001286 .002458 .007597 55 Nsyv8c13.sar H-43
.000636 .005536 .007490 .007894 .015645 .017800 .012717 .009712 56
[~h .006510 .005493 .006690 .003784 .001127 .003728 .013723 .016455 57 ( _ ,/' .017481 .021696 .022479 .021462 .025019 .028507 .025604 .018389 58
.012093 .003703 .002792 .000113 .002392 .009303 .015483 .015883 59 .019119 .003982 .010401 .022531 .030257 .037671 .044516 .048114 60 .053378 .048401 .039776 .032475 .021647 .019697 .011752 .002049 61 .003421 .007957 .008726 .009620 .011804 .014078 018291 .010318 62 .013231 .009506 .007422 .007886 .004039 .003080 .005379 .010765 63 .013422 .016658 .013103 .011951 .004754 .005927 .003364 .006748 64 .007868 .010481 .023127 .022797 .022379 .020100 .014722 .016054 65 .013873 .013476 .008613 .000675 .001974 .004438 .002411 .001967 66 .001887 .000898 .001076 .002327 .002481 .000210 .004173 .003814 67 .000489 .005751 .018391 .021855 .026362 .026557 .022710 .025656 68 .018114 .017463 .007439 .000378 .001506 .001213 .001559 .002110 69 .007593 .007929 .010466 .004809 .001671 .004140 .009673 .010445 70 .012759 .019130 .023518 .023149 .020988 .019335 .013236 .013124 71 .012722 .011836 .011171 .009536 .008276 .014165 .006229 .007152 72 .006176 .000074 .001908 .001458 .001695 .000795 .000556 .000409 73 .001177 .003610 .004655 .004788 .000157 .008435 .006555 .010967 74 .009353 .007381 .011839 .007948 .009470 .012890 .010845 .013011 75 .006977 .006881 .005709 .003085 .009635 .006956 .008557 .012484 76 .014765 .021993 .020997 .019439 .020355 .020012 .015621 .015600 77 .007618 .001854 .000856 .004669 .013400 .017229 .003714 .005712 78 .001112 .005722 .009138 .003798 .007043 .015766 .009538 .007985 79 .003371 .001080 .002779 .000093 .009806 .017553 .016889 .015123 80 .015372 .016497 .025158 .022803 .025166 .022286 .013354 .019427 81 .012929 .014670 .016161 .004952 .009675 .007493 .009999 .012386 82 .011507 .008191 .011346 .008763 .011802 .003798 .008533 .007889 83
[} (,,/
.008855 .017344 .012952 .020859 .013972 .020429 .006578 .027119 .008646 .033414 .006620 .032380 .011765 .028944 .036872 .022074 84 85 .015172 .011025 .003953 .004006 .004210 .003085 .003648 .006750 86 .012668 .018971 .020527 .024294 .032261 .038934 .046973 .054009 87 .055503 .053261 .069568 .062075 .065959 .057780 .042156 .040141 88 .024733 .013319 .003386 .016180 .014136 .014220 .009342 .000332 89 .003839 .004758 .007541 .009178 .010630 .014751 .019075 .024327 90 .025594 .023872 .016184 .007977 .005317 .001846 .001358 .000750 91 .003765 .002520 .008406 .007204 .003944 .003369 .002651 .000122 92 .001176 .001368 .000242 .001434 .009463 .014914 .023429 .023518 93 .029048 .039034 .035663 .032718 .028816 .020600 .020339 .024461 94 .018713 .013012 .005615 .004098 .005800 .006882 .000265 .003317 95 .008275 .006308 .001010 .000353 .000910 .007744 .011150 .008320 96 .004954 .000476 .002629 .002290 .010555 .013531 .020033 .015168 97 .014357 .007936 .005359 .001835 .005399 .009269 .016831 .023672 98 .027250 .031313 .033441 .036168 .039532 .039354 .035187 .024882 99 .019629 .011618 .007833 .007964 .009995 .008629 .006246 .009318 100 .012200 .014512 .014530 .011864 .006252 .003629 .006018 .004453 101 .008200 .006646 .011054 .009580 .009833 .006755 .004993 .004128 102 .001105 .003784 .007265 .018769 .024429 .023687 .019816 .017111 103 .020853 .020348 .021017 .016665 .008116 .001375 .008224 .011146 104 .010864 .012360 .014079 .014815 .014624 .012660 .008474 002712 105 .000368 .002428 .005732 .002407 .001957 .002759 .005384 .016696 106 .023138 .030160 .031264 .029160 .028413 .027688 .025186 .026326 107 .020686 .016161 .011628 .010563 .006996 .008081 .012525 .008572 108 .004959 .003746 .002998 .001442 .009229 .013378 .017148 .018441 109 .012927 .012502 .007504 .002990 .004482 .004452 .008100 .014417 110 ~ .020488 .017212 .018224 .014431 .016900 .020300 .017223 .018638 111
((_'); .015389 .012517 .012021 .009725 .006117 .002381 .001488 .006741 112 g_44 Nspv8c13.sar
.011277 .015119 .017945 .020666 .019152- .015112 .011446 .006921 ~113 .003491 .002507 .007623 .013911 .018976 .019223 .019840 .017101 114 .015526. .013179 .014748 .015649 .014777 016018 .015383 .015618 115 .018573 .014543 .018701 .014084 .009270 .007836 .006676 .007279 116 010107 .010261 .010631 .011294 .013262 .015546 .013832 .015713 117 .016361 .016380 .017795' .018396 .016436 .016284 .013932 .013525 118 .010405 .005945 .001353 .003340 .005948 .005201 .006205 .007762 119 .009510 .011282 .013262 .014103 .014144 .013847 .013973 .013688 120 .012692 .011052 .010022 .006185 .003649 .002035 .001015 .001529 .121 .001999 .001341 .000581 .004122 .004898 005615 .006832 .006283 122 .007014 .008044 .007236 .007351 .005484 .004197 .003708 .003341 123 .004455 .004600 .004986 .004370 .002395 .001254 .001872 .003509 124 .005177 .006630 .005926 .006540 .006506 .006510 .006667 .005324 125 .004951 .003409 .002646 .002766- .001649 .000555 .000907 .002631 126 .003275 .003924 .003128 .002593 .002621 .002409 .002433 .002123 127 .001713 .001591 .000997 .000873 .000573 .000337 .000425 .000187 128 .000007- .000132 .000246 .000183 .000174 .000084 .000005 .000047 129 .000083 .000019 .000009 .000032 .000008 .000001 .000021 .000021 130 .000003 .000006 .000020 .000008 .000001 .000012 .000012 .000005 131 .000002 .000009 .000004 .000001 .000007 .000005 .000004 .000001 132 .000004 .000002 .000000 .000004 .000003 .000003 .000001 .000001 133 .000001 .000001 .000001 .000003 .000001 .000001 .000001 .000000 134 .000000 .000002 .000001 .000002 .000000 .000001 .000001 .000001 135 .000000 .000002 .000000 .000002 .000000 .000001 .000000 .000002 136 .000000 .000002 .000000 .000002 .000000 .000002 .000000 000002 137 .000000 .000002 .000000 .000002 .000000 .000002 .000000 .000002 138 .000000'.000002 .000001 .000002 .000001 .000002 .000001 .000002 139 .000001 .000002 .000001 000002 .000001 .000002 .000001 .000002 140 I\ .000001' .000002 .000001 .000002 .000001 .000002 .000001 .000002 141 \~ Y .000001 .000002 .000001 .000002 .000001 .000002 .000001 .000002 142 .000001- .000002 .000001 .000002 .000001 .000002 .000001 .000002 143 .000001 .000002 .000001 .000002 .000001. .000002 .000001 .000002 144 .000001 .000002 .000001 .000002 .000001 .000002 .000001 .000002 145 ,000001 .000002 .000001 .000002 .000001 .000002 .000001 .000002 146 .000001 .000002 .000001 .000002 .000001 .000002 .000001 .000002 147 .000001 .000002 .000001 .000002 .000001 .000002 .000001 .000002 148 .000001 .000002 .000001 .000002 .000001 .000002 .000001 .000002 149 .000001 .000002 .000001 .000002 .000001 .000002 .000001 .000002 150 0
Nspvsc13.sar
O QUAD 4M SOIL CURVES FILE Nspsoil2.dat O l l t O H-46 I
6 l 05 * [ \ 11 30S1 (SAND CPa.25 KSC) MODULUS REDUCTION CURVES, FEB 1988
.0001 .000316 001 .00316 .01 .0316 .1 .316 \'" ) 1. 3.16 10.
- 1. .98 .93 .85 .72 .49 .25 .1 l
.05 I .07 .06 9 1 DAMPING SAND - IDRISS 1990 .0001 .001 .003 .01 .03 .1 .3 1.
3.16 10. 0.1 0.8 1,4 3. 5.3 10. 16. 21.
- 25. 28.
11 30S2 (SAND cps.50 KSC) MODULUS REDUCTION CURVES, FEB 1988
.0001 .000316 .001 .00316 .01 .0316 .1 .316
- 1. 3.16 10.
- 1. .99 .95 .89 .77 .58 .32 .16
.09 .07 .06 7-9 1 DAMPING SAND - IDRISS 1990 .0001 .001 .003 .01 .03 .1 .3 1.
3.16 10. 0.1 0.8 1.4 3. 5.3 10. 16, 21.
- 25. 2e.
11 30S3 (SAND CP=1.0 KSC) MODULUS REDUCTION CURVES, FEB 1988
.0001 .000316 .001 .00316 .01 .0316 .1 .316
- 1. 3.16 10.
- 1. 1. .97 .92 .82 .65 .4 .2
.22 .08 .06 7 9 1 DAMPING SAND - IDRISS 1990 / .0001 .001 .003 .01 .03 .1 .3 1.
3.16 10. 0.1 0.8 1.4 3. 5.3 10. 16. 21.
- 25. 29.
11 3054 (SAND CP=2.0 KSC) MODULUS REDUCTION CURVES, FEB 1988
.0001 .000316 .001 .00316 .01 .0316 .1 .316
- 1. 3.16 10.
- 1. 1. .98 .94 .86 71 .48 .25
.15 .11 .09 AI 9 1 DAMPING SAND - IDRISS 1990 .~,sN .0001 .001 .003 .01 .03 .1 .3 1.
3.16 10. ('--) 0.1 0.8 1.4 3. 5.3 10. 16, 21.
- 25. 28.
11 30S5 (SAND CP=3.0 KSC) MODULUS REDUCTION CURVES, FEB 1988
.0001 .000316 .001 .00316 .01 .0316 .1 .316
- 1. 3.16 10.
- 1. 1. .99 .97 .9 77 .57 .34
.2 .13 .11 9 1 DAMPING SAND - IDRISS 1990 .0001 .001 .003 .01 .03 .1 .3 1.
3.16 10. 0.1 0.8 1.4 3. 5.3 10. 16. 21.
- 25. 28. _
8 .01 SHEAR MODULUS IN ROCK (SHAKE 88 CURVES)
.0001 .000316 .001 .00316 .01 .0316 .1 1. /
- 1. 1. .99 .95 .9 .81 .73 .55 @
5 1 DAMPING IN ROCK (SHAKE 88 CURVES)
.0001 .001 .01 .1 1. .4 .8 1.5 3. 4.6 Files Napsoi12.6at ,-S .~.)
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O QUAD 4M INPUT FILE Nspq9e4i. doc O O H-50
O QUAD 4M OUTPUT FILE Nspq9c4. doc O O H-51
s% . I t t ....... ........... ee..........................eee. t 1, ....................................................
' QUAD 4N . A COMPUTER FPOGPAM FOR EVALUATING THE ** ' SEISMIC RESPONSE D'r SOIL STRUCTURES ** ** U.C. Davis, 1993 ** " by Martin Syrd Hwista, ** " 1.M.Idriss, ** ** and Mohsen Beikte ** ** MODIFIED FROM QUAD 4, 1973 ** " by 1.M.Idriss, ** ** J. Lysmer, ** ** R. Hwang and ** ...................H.. S...o l t, o. n.. . S. e e. d. . . . . . . . . . . . . . .. . . . * .*
NSPQ9E4-PINGP.Inteke Canal Liquefaction Analysis MORIEONTAL ACCELERATION INPUT FILE: WSPH9713.SAR t*ITH FIRST 1INEs T.H. no. 4, option 5.sub 13 VERTICAL ACCELERATION INPUT FILE: NSPV8C13.SAR ttITH FIRST LINE Vertical,. Layer 013 Within .ee 1 NO. OF ELEMENTS e 888 NO. OF NOLAL POINTS e 959 DEGREES OF FREEDOM e 1918 HALF. BANDWIDTH e 130 CONTROLLING ELEMENT
- 1 No. OF FIXED BNDRY CONDS.
- 126 NO. OF ITERATIONS e 5 TOTAL EQ. POINTS READ (FGMAX) e 1200 1AST EQ. PTS. USED (NIEQ 70 KGEO) e 1 1200 INT. EQ. PTS USED (N2EQ TO N3EQ) = 1 1200 TIME INTERVAL OF RECORDS e .0100 SECONDS I STRAIN CONVERSION FACTOR e .6500
\d DAMPING RATIO REDUCTION FACTOR e 1.000 PREDOMINANT INPUT MOTION PERIOD e .5000 SECOND*
EQ MULT. FACTOR (HOR 2. COHP.) e 1.0000 MAXIMUM ACCEL. USED (HOR 2, C9MP.) . .0906 EQ, MULT. FACTOR (VERT. COMP.) e 1.0000 MAXIMUM ACCEL. USED (VERT. COMP. ) . .0696 0 STRESS HISTORIES REQUESTED, 10 ACCEL HISTORIES REQDESTED, O SLIS COEFF HISTORIES REQ'.'ESTED OUTPUT FILES ARE AS FOLLOWSr NODE 536, X DIR IN FILE: NSPQ9e4.04A NODE $36, Y DIR IN FILE: NSPQ9ed.Q4A NODE 640, X DIR IN FILE: NSPQ9e4.Q4A NODE 640, Y DIR IN FILET NSPQ9e4.Q4A I NODE 641, X DIR IN FILE: NSPQ9ed.Q4A j NODE 641, Y DIR IN FILET NSPQ9ed Q4A NODE 943, X D1R IN FILE: NSPQ9e4.04A J NODE 943, Y DIR IN FILE: NSPQ9e4.Q4A ! NODE 945, X DIR IN FILES NSPQ9ed.Q4A I NODE 945, Y DIR IN FILE: Est09e4.04A 1 FINAL COND7TIONS OF NODES SAVED T a RES* ART IN FILE: NSPQ9e4.Q4R SOIL DATA TAKEN FROM FILE: nsa vi12.dat j e.....................
.M. A.T.ER .. I. A.L. . 1. PE. .T.Y. . . .N. O.
CDDULus: 3081 (SAND CPe.25 KSC) MODULUS REDUCTION CURVES, FEB 1988 DAMPINGs 1 DAMPING SAND . IDRISS 1990 seeessemos ..... e4 ........se........ STRAIN G/Gmax STRAIN DAMPING
........- ....... ..,-.... ........ j .0001 1.000 .0001 .30 1 .0003 .980 .0010 .80 .0010 '.930 .0030 1.40 m ,0032 .850 .0100 3.00 / \ .0100 720 .0300 5.30 '(v). .0316 .3000 .490 .250. ,1000 .3000 10.00 16.00 ,
01/21/98 Page 1 of 40 nspq9C4. doc 1 H-52 ! L .)
.3160 .100 1.0000 21.00 1.0000 .070- 3.1600 25.00 . (/]: ) 3.1600 .060 \ / 10.0000 ,050 v
ee.................... MATER e e e e e . I. A.L. .. . 2.PE.N.O.
.T.Y. ..
MODULUS 3082 (SAND CP 50 KSC) MODULUS REDUCTION CURVES, FEB 1988 DAMPINGs !!d.MPING SAND e IDRIfS 1990 STRAIN G/Gmax STRAIN DAMP!NG
.0001 1.6C0 .0001 .10 .0003 .990 .0010 .80 ,0010 .950 .0030 1.40 .0032 .890 - ,0100 3.00 .0100 ,770 .0300 5.30 .0316 .580 .1000 10.00 .1000 .320- .3000 16.00 .3160 .160 1.0000 21.00 1.0000 090 3.1600 25.00 3.16G/1 .070 10.0000 .060 ee.................... .M. A.T.w E.F.1. A.L. .T.Y. P. E. .N. O. ., . 3. . .
MODULUS: 3053 (SAND CP.1.0 ESC) MODULUS REDUCTIC.16 CURVES, FEB 1988 DAMP 2NGt 1 DAMPING SAND - IDRISS 1990 e.................. .................. STRA1H G/Gmax STRAIN DAMPING
.0001 1.000 .0001 .10 .0003 1.000 .0010 .80 .0010 .970' .0030 1.40 .0032 .920 .0100 3.00 .0100 .820 .0300 5.30 .0316 .650 .1000 10.00 '.1000 .400 -.3000 16.00 .3160 .200 1.0000 21.00 1.0000 .320 3.1600 25.00 p 3.1600 .080 10.0000 .060 \ ] % / ......................
MA 4
. . .T. E.R. ..I AL. .T. Y. P, .. E. .NO MODULUS: 3054 (SAND CP.2.0 KSC) MODULUS REDUCTION CURVES. FEB 1988 DAMP!NGs 1 DAMPING SAND . IDRISS 1990 e.................. ..................
STRAIN G/Qmax STPAIN DAMPING
.0001- 1.000 .0001 .10 .0003 1.000 .0010 .80 .0010 .980 .0030 1.40 .0032 .940 .0100 3.00 .0100 .a60 .0300 5.30 0316 710 .1000 10.00 .1000 .480 .3000 16 00 .3160 .250 1.0000 21.00 1.0000 .150 3.1600 25.00 3.1600 .110 10.0000 .090 e.....................
MAT e e s . E. R. I. A.L. .T.Y. . 5. .P.E.
. .N.o.
MODULUS: 3085 (S.eND CP.3.0 KSC) MODULUS REDUCTION CURVES, FEB 1988 DAMPINGl 1 DAMPING SAND . IDRISS 1990
-s.................. .................. ' STRAIN G/Gmax STRAIN DAMPING .0001 1.000 .0001 .10 40003 1.000 .0010 .00 .0010 .990 .0030 1.40 .0032 .970 .0100 3.00 .0100'- .900 .0300 5.30 .0316 4 770 .1000 10.00 .3000 .570 .3000 16.00 3160 .360 1.0000 21.00 1.0000 .300 3.1600 25.00 3.1600 .130 10.0000 .110 / c .h t !e..................... ' \d - MATERI A1, TYPE No. 6 01/21/98- Page 2 of 40. nspq9c4. doc H-53
MOIKJLUS : .01 SHEAR MODULUS IN ROCK (SHAKE 8B CURVES) [] DAMPIN3:
< 1 DAMPING IN ROCE (SHAKE 88 CUPVES) / e.................. ..................
STPAIN G/Gmax STRAIN DAMPING
.0001 1.000 .0001 .40 .0003 1.000 .0010 .00 .0010 .990 .0100 1.50 .0032 .950 .1000 2.00 .0100 900 1.0000 4.60 .0316 .810 .1000 .730 .1.0000 .550 UNDER1.YING STRATUM DATAs UNIT WE!GHTs 130.000 PCF SHEAR WAVE VELOCITY: 1500.00 FT/EEC COMPRESSION WAVE VELOCITY: 2550.00 FT/SEC 1
ELM NODE 1 NODE 2 NODE 3 NODE 4 MAT. TYPE DENSITY POISSON R. CMX SH. MODULUS DAMP. RATIO AREA (PCF) (KSF) (KSF) 'FT*2) 1 1 2 65 64 5 130.000 .480 4052.000 4052.000 .070 1800.000 2 2 3 66 65 5 130.000 .480 4051.000 4051.000 .070 1800.000 3 3 4 67 66 5 130.000 .480 4047.000 4047.000 .070 120.000 4 4 5 68 67 5 130,000 .480 4045.000 4045.000 .070 120.000 5 5 6 69 68 5 130.000 .480 4043.000 4043.000 .070 90.000 6 6 7 70 69 5 130.000 .480 4042.000 4042.000 .070 90.000 7 7 8 71 70 5 130.000 .480 4040.000 4040.000 .070 90.000 8 8 9 72 71 5 130.000 .480 4037.000 4037.000 .070 90.000 9 9 to 73 12 5 130.000 .480 4032.000 4032.000 .070 54.000 10 to la 74 73 5 130.000 .480 4025.000 4025.000 .070 54.000 11 Il 12 75 74 5 130.000 .480 4012.000 4012.000 .070 54.000 12 12 13 76 75 5 130.000 .480 3992.000 3992.000 .070 54.000 13 13 14 77 16 5 130.000 .480 3961.000 3961.000 .070 54.000 14 14 15 78 77 5 130.000 .480 3919.000 3919.000 .070 54.000 79 78 5 130.000 .480 3874.000 3874.000 .070 36,000 15 15 16 16 16 17 80 79 5 130.000 .480 3817.000 3817.000 .070 54.000 j f] 17 17 18 81 80 5 130.000 .480 3738.000 3738.000 .070 54.000
.480 3646.000 3646.000 .070
('- 18 19 18 19 19 20 82 83 81 82 5 5 130.000 130.000 .480 3546.000 3546.000 .070
.070 54.000 54.000 54.000 20 20 21 84 83 5 130.000 .480 3441.000 3441.000 21 21 22 85 84 5 130.000 .430 3336.000 3336.000 .070 54.000 22 22 23 86 85 5 130.000 .480 3235.000 3235.000 .070 54.000 23 23 24 87 86 5 130.000 .480 3136.000 3136.000 .070 42.000 24 24 25 88 87 5 130.000 .480 3071.000 3071.000 .070 42.000 25 25 26 89 80 5 130.000 .480 3031.000 3031.000 .070 42.000 26 26 27 90 89 5 130.000 .480 2990.000 2990.000 .070 30.000 27 27 28 91 90 5 130.000 .480 2952.000 2952.000 .070 60.000 28 28 29 92 91 5 130.000 .490 2917.000 2917.000 .070 60.000 29 29 30 93 92 5 130.000 .490 2894.000 2894.000 .070 60.000 30 30 31 94 93 5 130.000 .490 2872.000 2872.000 .070 60.000 31 31 32 95 94 5 130.000 .490 2848.000 2P48.000 .070 60.000 32 32 33 96 95 5 130.000 .490 2848.000 2848.000 .070 60.000 33 33 34 97 96 5 130.000 .490 2872.000 2872.000 .070' 60.000 34 34 35 98 97 5 130.000 .490 2894.000 2894.000 .070 60,000 35 35 36 99 98 5 130.000 .490 2917.000 2917.000 .070 60.000 36 36 37 100 99 5 130.000 .480 2953.000 2953.000 .070 60.000 37 37 38 101 100 5 130.000 .480 2991.000 2991.000 .070 30.000 38 ' 38 39 102 101 5 130.000 .480 3032.000 3032.000 .070 42.000 39 39 40 103 102 5 130.000 .480 3073.000 3073.000 .070 42.000 40 40 41 104 103 5 130.000 .480 3138.000 3138.000 .070 42.000 41 41 42 105 104 5 130.000 .480 3237.000 3237.000 .070 54.000 42 ' 42 43 106 105 5 130.000 .480 3338.000 3338.000 .070 54.000 43 43 44 107 106 5 130.000 .480 3443.000 3443.000 .0'0 $4.000 - 44 44 45 108 107 5 130.000 .480 3549.000 3549.000 .070 54.000 44 45 46 109 108 5 130.000 .480 3650.000 3650.000 .070 54.000 46 46 47 110 109 5 130.000 .480 3743.000 3743.000 .070 54.000 47 47 48 111 110 5 130.000 .480 3825.000 3825.000 .070 54.000 48 48 49 112 111 3 130.000 .480 3884.000 3884.000 .070 36.000 49 49 50 '113 112 5 110.000 .480 3934.000 3934.000 .070 54.000 50 50 ~ 51 114 113 5 130.000 .480 3983.000 3983.000 .070 54.000 51 51 52 115 114 5 130.000 .480. 4023.000 4023.000 .070 54.000 52 52 53 116 ill 5 130.000 .480 4056.000 4056.000 .070 $4.000 53 53 54 117 116 5 130.000 .480 4086.000 4086.000 .070 54.000 54 54 55 118 117 -5 130.000 .480 4111.000 4111.000 .070 54.000 55 55 56 119 118 5 130.000 .480 4129.000 4129.000 .070 90.000 ' 56 -56 57 120 119 5 130.000 .480 4134.000 4134.000 .070 90.000 /
X \ 57
' 58 '
57 58 58 59 121 122 120 121 5 5 130.000 130.000
.480 .480 4133.000 4134.000 4133.000 4134.000 .070 .070 90.000 90.000 s (V "'/ $9 59 60 123 122 5 130.000 .480 4135.000 4135.000 .070 120.000 60 60 61 124 123 5 '130.000 .480 4134.000 4134.000 .070 120.000 01/21/98 Page 3 of 40' nspq9c4. doc -H-54
61 61 62 125 124 5 130.000 .480 4134.000 4134.000 .070 1800.000 f2 130.000 .480 4136.000 4136.000 .070 1800.000 [N 62 63 64 63 65 126 128 125 127 5 4 130.000 .480 4047.000 4047.000 .070 2100.000 64 65 66 129 128 4 130.000 .480 4046.000 4046.000 .070 2100.000
f 65 66 67 130 129 4 130.000 .480 4042.000 4042.000 .070 140.000 66 61 68 131 130 4 130.000 .480 4040.000 4040.000 .070 140.000 67 68 69 132 131 4 130.000 .480 4039.000 4039.000 .070 105.000 68 69 70 133 132 4 130.000 .480 4039.000 4039.000 .070 105.000 69 70 71 134 133 4 130.000 .480 4038.000 4038.000 .070 105.000 70 71 72 135 134 4 130.000 .480 4037.000 4037.000 .070 105.000 71 72 73 136 135 4 130.000 .480 4034.000 4034.000 .070 63.000 72 73 14 137 136 4 130.000 .480 4028.000 4028.000 .070 63.000 73 74 75 138 137 4 130.000 .480 4011.000 4017.000 .070 63.000 74 75 76 139 138 4 130.000 .480 3997.000 3997.000 .070 63.000 75 76 17 140 139 4 130.000 .480 3966.000 3966.000 .070 63.000 76 77 78 141 140 4 130.000 .480 3920.000 3920.000 .070 63.000 77 78 79 142 141 4 130.000 .480 3870.000 3870.000 .070 42.000 18 79 80 143 142 4 130.000 .480 3806.000 3806.000 .070 63.000 79 80 81 144 143 4 130.000 .480 3716.000 3716.000 .070 63.000 80 81 82 145 144 4 130.000 .480 3611.000 3611.000 .070 63.000 81 82 ' B3 146 145 4 130.000 .480 3494.000 3494.000 .070 63.000 82 83 84 147 146 4 130.000 .480 3372.000 3372.000 .070 63.000 83 84 85 148' 147 4 130.000 .480 3249.000 3249.000 .070 63.000 84 85 86 149 148 4 130.000 .480 3132.000 3132.000 .070 6?. 000 85 86 87 150 149 4 130.000 .480 3017.000 3011.000 .070 49.000 86 07 88 151 150 4 130.000 .480 2941.000 2941.000 .070 49.000 87 89 89 152 151 4 130.000 .490 2895.000 2895.000 .070 49.000 88 49 90 153 152 4 130,000 .490 2847.000 2047.000 .070 35.000 89 90 91 154 153 4 130.000 .490 2806.000 2806.000 .070 70.000 90 91 92 155 154 4 130.000 .490 2767.000 2767.000 .070 70.000 91 92 93 116 155 4 130.000 .490 2750.000 2750.000 .070 10.000 92 93 94 151 156 4 130.000 .490 2725.000 1725.000 .070 10.000 93 94 95 158 157 4 130.000 .490 2689.000 2689.000 .070 10.000 ' 94 95 96 159 158 4 130.000 .490 2689.000 2689.000 .070 70.000 *5 96 97 160 159 4 130.000 .490 2725.000 2725.000 .070 70.000 e6 97 98 161 160 4 130.000 .490 2750.000 2750,000 .070 70.000 97 98 99 162 161 4 130.000 .490 2768.000 2768.000 .070 70.000 98 99 100 163 162 4 130.000 .490 2007.000 2807.000 .070 10.000 99 100 101 164 163 4 130.000 .490 2848.000 2848.000 .070 35.000 100 101 102 165 164 4 130.000 .490 2896.000 2896.000 .070 49.000 101 102 103 166 165 4 130,000 .480 2943.000 2943.000 .070 49.000 102 103 104 167 166 4 130.000 .480 3018.000 3018.000 .070 49.000 103 104 105 168 167 4 130.000 .480 3133.000 3133.000 .070 63.000 0 104 105 106 107 108 105 106 107 108 109 106 107 108 109 110 169 170 171 172 173 168 169 170 171 172 4
4 4 4 4 130.000 130.000 130.000 130.000 1'0.000
.480 .480 .480 .480 .480 3251.000 3373.000 3496.000 3613.000 3720.000 3251.000 3373.000 3496.000 3613.000 3720.000 .070 .070 .070 .070 .070 63.000 63.000 63.000 63.000 63.000 109 110 111 174 173 4 130.000 .480 3613.000 3813.000 .070 63.000 110 111 112 115 174 4 130.000 .480 3080.000 3880.000 .070 42.000 111 112 113 176 175 4 130.000 .480 3934.000 3934.000 .070 63.000 112 113 114 177 176 4 130.000 .480 3988.000 3988.000 .070 63.000 113 114 115 178 177 4 130.000 .480 4029.000 4029.000 .070 63.000 114 115 116 179 178 4 130.000 .480 4063.000 4063.000 .072 63.000 115 116 117 180 179 4 130.000 .480 4094.000 4094.000 .070 63.000 116 111 118 181 180 4 130.000 .480 4123.000 4123.000 .070 63.000 117 118 119 182 181 4 130.000 .480 4140.000 4140.000 .070 105.000 118 119 120 183 182 4 130.000 .480 4141.000 4141.000 .070 105.000 til 120 121 184 183 4 130.000 .480 4136.000 4136.000 .070 105.000 120 121 122 185 184 4 130.000 .480 4138.000 4138.000 .010 105.000 121 122 123 186 185 4 130.000 .480 4139.000 4139.000 .070 140.000 122 123 124 187 186 4 130.000 .480 4136.000 4136.000 .070 140.000 123 124 125 188 181 4 130.000 .480 4136.000 4136.000 .070 2100.000 124 125 126 189 188 4 130.000 .480 4138.000 4138.000 .070 2100.000 125 127 128 191 190 4 130.000 .480 6042.000 4042.000 .070 2100.000 126 128 129 192 191 4 130.000 .480 4040.000 4040.000 .070 2100.000 127 129 130 193 192 4 130.000 .480 4037.000 4037.000 .070 140.000 -128 130 131 194 193 4 130.000 .480 4036.000 4036.000 .070 140.000 129 131 132 195 194 4 130.000 .480 403S.000 4035.000 .070 105.000 130 132 - 133 196 195 4 130.000 .480 4036 000 4036.000 .070 105.000 131 133 134 197 196 4 130.000 .480 4036.000 4036.000 .070 105.000 132 134 135 198 197 4 130.000 .480 4037.000 4037.000 .070 105.000 131 135 136 199 198 4 130.000 .400 4037.000 4037.000 .070 63.000 134 136 137 200 199 4 130.000 .480 4033.000 4033.000 .070 63.000 135 137 138 201 200 4 130.000 .480 4023.000 4023.000 .070 63.000 136 138 139 202 201 4 130.000 .480 4004.00) 4004.000 .070 63.000 137 139 140 203 202 4 130.000 .480 3971.000 3971.000 .070 63.000 138 140 141 204 203 4 130.000 .480 3921.000 3921.000 .070 63.000 139 141 142 205 204 4 130.000 .480 3866.000 3866.000 .070 42.000 140 142 143 206 205 4 130.000 .480 3793.000 3793.000 .070 63.000 141 143 144 207 206 4 130.000 .480 3688.000 3688.000 .070 63.000 142 144 145 208 207 4 130.000 .480 3565.000 3565.000 ,070 63.000 143 145 146 209 208 4 130.000 .480 3428.000 3428.000 .070 63.000 gg 144 146 147 210 209 4 130.000 .480 3282.000 3282.000 .070 63.000 .145 147 148 211 210 4 130.000 .480 3136.000 3136.000 .070 63.000
'/ \ 2996.000 2996.000 .070 63.000 t / 146 144 149 212 til 4 130.000 .480 v 147 '149 150 213 212 4 130.000 .490 2859.000 2059.000 .070 49,000 01/21/98 Page 4 of 40 nspq9c4. doc H-55
144 150 151 214 213 4 130.000 .490 2769.0".0 2769.000 .070 49,000 rg 149 151 152 215 214 4 130.000 .490 2713.0W 2713.000 .070 49.000 l 6 150 152 153 216 215 4 130.000 .490 2657.000 2657.000 .070 35.000
\b 151 153 154 217 216 4 130.000 .490 2608.000 2608.000 .070 10.000 / 152 154 155 218 217 4 130.000 .490 2574.000 2374.000 .070 70.000 153 155 154 219 218 4 130.000 .490 2544.000 2544.000 .070 10.000 154 156 157 220 219 4 130.000 .490 2567.000 2567.000 .070 70.000 155 157 158 221 220 4 125.000 .400 3408.000 3408.000 .070 70.000 156 158 159 222 221 4 125,000 .480 3408.000 3408.000 .070 70.000 157 159 160 223 222 4 130.000 .490 2567.000 2567.000 .070 70.000 158 160 161 224 223 4 130.000 .490 2545.000 2545.000 .070 70.000 159 161 162 225 224 4 130.000 .490 2574.000 2574.000 ,070 70.000 160 162 163 226 225 4 130.000 .490 2609.000 2609.000 .070 70.000 161 163 164 227 226 4 130.000 .490 2658.000 2658.000 .070 35.000 162 164 165 228 227 4 130.000 .490 2714.000 2714.000 .070 49.000 163 165 166 229 228 4 130.000 .490 2770.000 2770.000 .070 49.000 164 166 167 230 229 4 130.000 .490 2860.000 2860.000 .070 43 000 165 167 168 231 230 4 130.000 .480 2997.000 2997.000 .070 63. 00 166 168 169 232 231 4 130.000 .480 3137.000 3137.000 .070 63.000 167 149 170 233 232 4 130.000 .480 3283.000 3283.000 .070 63.000 168 170 171 234 233 4 130.000 .480 3429.000 3429.000 .070 63.000 169 171 172 235 234 4 130.000 .480 3566.000 3566.000 .070 63.000 170 172 173 236 235 4 130.000 .480 3691.000 3691.000 .070 63.000 171 173 174 237 236 4 130.000 .480 3798.000 3798.000 .070 63,000 172 174 175 238 237 4 130.000 .480 3874.000 3874.000 .010 42.000 173 175 176 239 238 4 130.000 .400 3935.000 3935,000 .070 63.000 174 176 177 240 239 4 130.000 .480 3994.000 3994.000 .070 63.000 115 177 178 241 240 4 130.000 .480 4039.000 4039.000 .070 63.000 174 178 179 242 241 4 130.000 .480 4070.000 4070.000 .070 63.000 177 179 180 243 242 4 130.000 ,480 4103.000 4103.000 .070 63.000 178 ISO 181 244 243 4 130.000 .480 4136.000 4136.000 .070 63.000 179 let 182 245 244 4 130.000 .480 4156.000 4156.000 .070 105.000 180 182 183 246 245 4 130.000 .480 4147.000 4147.000 .070 105.000 181 183 184 247 246 4 130.000 .480 4140.000 4140.000 .070 105.000 182 184 185 248 247 4 130.000 .480 4143,000 4143.000 .070 105.000 183 185 186 249 248 4 130.000 .480 4145.000 4145.000 .070 140.000 184 186 187 250 249 4 130.000 .480 4141.000 4341.000 .070 140.000 185 187 188 251 250 4 130.000 .480 4140.000 4140.000 .070 2100.000 186 188 189 252 251 4 130.000 .480 4142.000 4142.000 .070 2100.000 187 190 191 254 253 4 130.000 .480 4037.000 4037.000 .070 2100.000 188 191 192 255 254 4 130.000 .480 4035.000 4035.000 .070 2100.000 189 192 193 256 255 4 130.000 .480 4032.000 4032.000 .070 140.000 190 193 194 257 256 4 130.000 .480 4032.000 4032.000 .070 140.000 ,q 257 130.000 .480 4032.000 4032.000 .010 105.000 / 1 191 194 195 258 4 \ 192 195 196 259 258 4 130.000 .440 4033.000 4033.000 .070 105.000 193 196 197 260 259 4 130.000 .480 4014.000 4034.000 .070 105.000 194 197 198 261 260 4 130.000 .480 4037.000 4037.000 .070 105.000 195 198 199 262 261 4 130.000 .400 4039.000 4039.000 .070 63.000 196 199 200 263 262 4 130,000 .480 4038.000 4038.000 .070 63.000 197 200 201 264 263 4 130.000 .480 4030.000 4030.000 .070 63.000 198 201 202 265 264 4 130.000 .480 4012.000 4012.000 .070 63.000 199 202 203 266 265 4 130.000 .480 3978.000 3978.000 .070 63.000 200 203 204 267 266 4 130.000 .480 3924.000 3924.000 .070 63.000 201 204 205 268 267 4 130.000 .480 3862.000 3862.000 .070 42.000 202 205 206 269 268 4 130.000 .480 3777.000 3777.000 .070 63.000 203 206 207 270 269 4 130.000 .480 3655.000 3655.000 .070 63.000 204 207 208 271 270 4 130.000 .480 3509.000 3509.000 .070 63.000 205 208 209 272 271 4 130.000 .480 3345.000 3345.000 .070 63.000 206 209 210 273 272 4 130.000 .480 3169.000 3169.000 .070 63.000 207 210 211 274 273 4 130.000 .480 2991.000 2991.000 .070 63.000 208 211 212 275 274 4 130.000 .490 2820.000 2020.000 .070 63.000 209 212 213 276 275 4 130.000 .490 2654.000 2654.000 .070 49.000 210 213 214 277 276 4 130.000 .490 2544.000 2544.000 .070 49.000 211 214 215 278 277 4 1,0,000 .490 2474.000 2474.000 .070 49.000 212 215 216 279 278 4 130.000 .490 2407.000 2407.000 .070 35.000 213 216 217 280 279 4 130.000 .490 2349.000 2349.000 .070 70.000 214 217 218 281 280 4 130.000 .490 2305.000 2305.000 .070 10.000 215 218 219 282 281 4 130.000 .490 2335.000 2335.000 .070 70.000 216 219 220 283 282 4 125.000 .480 3110.000 3110.000 .070 70.000 217 220 221 284 283 4 125.000 .480 3143.000 3143.000 .070 10.000 218 221 222 285 284 4 125.000 .480 3143.000 3143.000 .070 70.000 219 222 223 286 285 4 125.000 .480 3110.000 3110.000 .070 70.000 220 223 224 287 286 4 130.000 .490 2335.000 2335.000 .070 70.000 221 224 225 284 287 4 130.000 .490 2305.000 2305.000 .070 70.000 222 225 226 289 288 4 130.000 .490 2350.000 2350 000 .070 70.000 ,
223 226 227 290 289 4 130.000 .490 2408.000 2408.000 .070 35.000 224 227 228 291 290 4 130.000 .490 2475.000 2475.000 .070 49.000 225 228 229 292 291 4 130.000 .490 2545.000 2545.000 .070 49.000 226 229 230 293 292 4 130.000 .490 2655.000 2655.000 .070 49.000 l 227 230 231 294 293 1 130.000 .490 2821.000 2821.000 .070 63.000 228 231 232 295 294 4 130.000 .480 2992.000 2992.000 .070 63.000 229 232 233 296 295 4 130.000 .480 3170.000 3170.000 .070 63.000 230 233 234 297 296 4 130.000 .480 3345.000 3345,000 .070 63.000 231 234 235 298 297 4 130.000 .480 3510.000 3510.000 .070 63.000 'l
/m i 8 232 233 235 236 236 237 299 300 298 299 4
4 130.000 130.000
.480 .480 3657.000 3782.000 3657.000 3782.000 .070 .070 63.000 63.000 \ 234 237 238 301 300 4 130.000 .480 3869.000 3869.000 .070 42.000 01/21/98 Page 5 of 40 n5pq9c4. doc H-56
235 238 239 302 301 4 130.000 .400 3938.000 3938.000 .070 63.000
/ 236 239 240- 303 302 4 130.000 .480 4004.000 4004.000 .070 63,000
[\ 237 238 240 241 241 242 304 305 303 304 4 4 330.000 110.000
.480 .480 4050.000 4045.000 4050.000 4085.000 .070 .070 63.000 63.000 239 242 243 306 305 4 130.000 .480 4105.000 4105.000 .070 63.000 240 243 244 307 306 4 130.G00 .480 4159.000 4159.000 .070 63.000 241 244 245 308 307 4 130.000 .480 4175.000 4175.000 .070 105.000 242 245 246 309 308 4 130.000 .400 4154.000 4154.000 .070 105.000 243 246 247 310 307 4 130.000 .480 4144.000 4144.000 .070 105.000 244 247 248 311 310 4 130.000 .400 4153.000 4153.000 .070 105.000 245 248 249 312 311 4 130.000. .480 4154.000 4154,000 .070 140.000 246 249 250 313 312 4 130.000 .480 4147.000 4147.000 .070 140.000 247 250 251 314 313 4 130.000 .480 4147.000 4147.000 .070 2100.000 248 251 252 315 314 4 130.000 .400 4148.000 4148.000 .070 2100.000 249 253 254 317 316 4 125.000 .490 2608.000 2608.000 .100 1200.000 250 254 255 318 317 4 125.000 .490 2607.000 2607.000 .100 1200.000 251 255 256 319 318 4 125.000 .490 2605.000 2605.000 .100 80.000 252 256 257 320 319 4 125.000 .490 2605.000 2605.000 .100 80.000 253 257 258 321 320 4 125.000 .490 2605.000 2605.000 .100 60.000 254 254 259 322 321 4 125.000 .490 2606.000 2606.000 .100 60.000 255 259 260 321 322 4 125.000 .490 2607.000 2607.000 .100 60.000 256 260 261 324 323 4 125.000 .490 2610.000 2610.000 .100 60.000 257 261 262 325 324 4 125.000 .490 2613.000 2613.000 .100 36.000 258 262 263 326 325 4 125.000 .490 2614.000 2614.000 .100 36.000 259 263 264 327 326 4 125.000 .490 2610,000 2610.000 .100 36.000 240 264 265 328 327 4 125.000 .490 2600.000 2600.000 .100 36.000 261 265 266 329 328 4 125 000 .490 2578.000 2578.000 .100 36.000 262 266 267 330 329 4 125.000 .490 2540.000 2540.000 .100 36.000 263 267 268 331 330 4 125.000 .490 2496.000 2496.000 .100 24.000 264 268 269 332 331 4 125.000 .490 2435.000 2435.000 .100 16.000 265 269 270 333 332 4 125.000 .490 2344.000 2344.000 .100 36.000 266- 270 271 334 333 4 125.000 .490 2235.000 2235.000 .100 36.000 267 271 272 335 334 4 125.000 .490 2112.000 2112.000 .100 36.000 268 272 273 336 335 4 125.000 .490 1978.000 1978.000 .100 36.000 269 273 274 337 336 4 125.000 .490 1842.000 1842.000 .100 36.000 270 274 275 338 337 4 125.000 .490 1711.000 1711.000 .100 36.000 271 275 276 339 338 4 125.000 .490 1583.000 1583.000 .300 28.000 272 276 277 340 329 4 125.000 .490 1495.000 1495.000 .100 28.000 273 277 278 341 340 & 125.000 .490 1442.000 1442.000 .100 28.000 274 278 279 342 341 4 125.000 .490 1382.000 1382.000 .100 20.000 275 279 240 343 342 4 125.000 .490 1351.000 1351.000 .100 40.000 276 280 2 8 '. 344 343 4 125.000 .490 1298.000 1298.000 .100 40.000 - 277 281 282 345 344 4 125.000 .480 2876.000 2876.000 .070 40.000
["~'s 278 282 283 346 345 4 125.000 .490 2802.000 2802,000 .070 40.000
\ 279 283 284 347 346 4 125.000 .490 2008.000 2808.000 .070 40.000 280 284 285 348 347 4 125.000 .490 2808.000 2808.000 .070 40.000 281 285 286 349 348 4 125.000 .490 2802.000 2n02.000 .070 40.000 282 286 287 350 349 4 125.000 .480 2876.000 2876.000 .070 40.000 283 287 288 351 350 4 125.000 .490 1298.000 1298.000 .300 40.000 284 288 289 152 351 4 125.000 .490 1352.000 1352.000 .100 40.000 285 289 290 353 452 4 125.000 .490 1382.000 1382.000 .100 20.000 286 290 291 354 353 4 125.000 .490 1443.000 1443.000 .100 28.000 287 291 292 355 354 4 125.000 .490 1496.000 1496.000 .100 28.000 288 292 293 356 355 4 125.000 .490 1583.000 1583.000 .100 28.000 289 293 294 357 356 4 125.000 .490 1711.000 1711.000 .100 36.000 290 294 295 358 357 4 125.000 .490 1842.000 1842.000 .100 36.000 291 295 296 359 358 4 125.000 .490 1979.000 1979.000 .300 36.000 292 296 297 360 359 4 125.000 .490 2112.000 2112.000 .300 36.000 293 297 298 361 360 4 125.000 .490 2236.000 2236.000 .300 36.000 294 298 299 362 361 4 125.000 .490 2345,000 2345.000 .300 36.000 295 299 300 363 362 4 125.000 .490 2437.000 2437.000 .300 36.000 296 300 301 364 363 4 125.000 .490 2500.000 2500.000 .100 24.000 ,
297 301 302 365 364 4 125.000 .490 2549,000 2549.000 .100 36.000 298 302 303 366 365 4 125.000 .490 2595.000 2595.000 .300 36.000 299 303 304 367 366 4 125.000 .490 2631.000 2631.000 .100 36.000 303 304 305 368 367 4 125.000 .490 2640.000 2640.000 .300 36.000 301 305 306 369 368 4 125.000 .490 2685.000 2685.000 .300 36.000 302 306 307 370 369 4 125.000 .480- 3232.000 3232 000 .100 36.000 303 307 308 371 370 4 125.000 .480 4098.000 4098.000 .070 60.000 304 308 309 372 371 4 125.000 .480 3974.000 3974.000 .070 60.000 305 309 310 373 372 4 125.000 .480 3995.000 3995.000 .070 60.000 306 310 311 374 373 4 125.000 .480 4002.000 4002.000 .070 60.000 307 311 312 375 374 4 125.000 .480 4004.000 4004.000 .070 80.000 308 312 313 376 375 4 125.000 .480 3995.000 3995.000 .070 80.000 309 313 314 377 376 4 125.000 .480 3995.000 3995.000 .070 1200.000 ( 310 314 315 370 377 4 125.000 .480 3996.000 3996.000 .070 1200.000 311 316 317 380 379 4 125.000 .490 2606.000 2606.000 .300 1200.000 312 317 318 381 380 4 125.000 .490 2606.000 2606.000 .300 1200.000 313 318 319 382 381 4 125.000 .490 2604.000 2604.000 .300 40.000 314 319 320 383 382 4 125.000 .490 2604.000 2604.000 .300 80.000 315 320 321 384 383 4 125.000 .490 2604.000 2604.000 .100 60.000 316 321 322 345 384 4 125.000 .490 2605.000 2605.000 .100 60.000 317 322- 321 336 385 4 125.000 .490 2607.000 2607.000 .300 60.000
-~s 318 323 324 387 386 4 125.000 .490 2610.000 2610.000 .100 60.000
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( ) 841. 878 879 913 912 1 125.000 .350 3381.000 3381.000 .070 18.000 l 042 879 880 913 913 125.000 .350 1975.000 1975.000 .070 13.500 t.\~ !' 843 681 882 914 914 1 1 125.000 .350 1971.000 1971.000 .070 13.500 01/21/98- Poe 12 of 40 nspq9e4. doc H-63
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844 882 883 915 914 1 125.000 .350 3385.000 3385.000 .070 18.000 845 883 884 916 915 1 125.000 .350 3980.000 3980.000 .070 27.000 -(N h 846 884 885 917 916 1 125.000 .350 4010.000 4010.000 .070 27.000 k I 847 885 886 918 917 1 125.000 .350 4009.000 4009.000 .070 27.000 V 848 886 887 919 918 1 125.000 .350 4006.000 4006.000 .070 27.000 849 887 888 920 919 1 125.000 .350 4009.000 4009.000 .070 27.000 i 850 888 849 921 920 1 125.000 .350 4003.000 4003.000 .070 27.000 851 809 890 922 921 1 125.000 .350 4018.000 4018.000 .070 45.000 852 890 891 923 922 1 125.000 .350 3974.000 3974.000 .070 45.000 853 891 892 924 923 1 125.000 .350 4110.000 4110.000 .070 45.000 854 892 893 925 924 1 125.000 .350 3651.000 3651.000 .070 45.000 855 893 894 926 925 6 120.000 .350 93168.000 93268.000 .010 60.000 856 894 895 927 926 6 120.000 .350 93168.000 93168.000 .010 60.000 857 895 896 928 927 6 120.000 .350 93168.000 93168.000 .010 900.000 858 896 897 929 928 6 120.000 .350 93168.000 93168.000 .010 900.000 859 898 899 931 930 1 110.000 .350 1443.000 1443.000 .120 600.000 860 899 900 932 931 1 110.000 .350 1443.000 1443.000 .120 600.000 861 900 901 933 932 1 110.000 .350 1443.000 1443.000 .220 40.000 862 901 902 934 933 1 110.000 .350 1443.000 1443.000 .120 40.000 863 902 903 935 934 1 110.000 .350 1443.000 1443.000 .120 30.000 864 903 904 936 935 1 110.000 .350 1443.000 1443.000 .120 30.000 865 904 905 937 936 1 110.000 .350 1443.000 1443.000 .120 30.000 866 905 906 938 937 1 110.000 .350 2325.000 2325.000 .120 30.000 867 906 907 939 938 1 125.000 .350 4055.000 4055.000 .070 18.000 868 907 908 940 939 1 125.000 .350 4055.000 4055.000 .070 18.000 869 908 909 941 940 1 125.000 .350 4055.000 4055.000 .070 18.000 870 909 910 942 941 1 125.000 .350 4055.000 4055.000 .070 18.000 871 910 911 943 942 1 125.000 .350 4055.000 4055.000 .070 18.000 872 til 912 944 943 1 125.000 .350 4055.000 4055.000 .070 18.000 873 912 913 944 944 1 125.000 .350 2867.000 2867.000 .070 6.000 874 914 915 945 945 1 125.000 .350 2867.000 2867.000 .070 6.000 875 915 916 946 945 1 125.000 .350 4055.000 4055.000 .070 18.000 876 916 917 947 946 1 125.000 .350 4055.000 4055.000 .070 18.000 877 917 918 948 947 1 125.000 .350 4055.000 4055.000 .070 18.000 878 918 919 949 948 1 125.000 .350 4055.000 4055.000 .070 18.000 879 919 920 950 949 1 125.000 .350 4055.000 4055.000 .070 18.000 880 920 921 951 950 1 125.000 .350 4055.000 4055.000 .070 18.000 881 921 922 952 951 1 125.000 .350 4055.000 4055.000 .070 30.000 882 922 923 953 952 1 125.000 .350 4055.000 4055.000 .070 30.000 883 923 924 954 953 1 125.000 .350 4055.000 4055.000 .070 30.000 884 924 925 955 954 1 125.000 .350 4055.000 4055.000 .070 30.000 885 925 926 956 955 6 120.000 .350 93168.000 93168.000 .010 40.000 886 926 927 957 956 6 120.000 .350 93168.000 93168.000 .010 40.000 [m 887 927 928 958 957 958 6 120.000 120.000
.350 .350 93168.000 93168.000 93168.000 93168.000 .010 .010 600.000 600.000 888 928 929 959 6 1
NODE XORD YORD TRIBUTARY LEN 1 -899.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 2 -599.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 3 -299.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 4 -279.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS S -259.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 6 -244.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 7 -229.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 8 -214.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 9 -199.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS to -190.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 11 -181.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 12 -172.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 13 -163.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 14 -154.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 15 -145.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 16 -139.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 17 -130.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 18 q?1.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 19 <!H.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 20 -103.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 21 -94.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 22 -85.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 23 -76,000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 24 -69.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 25 -62.000 620.000 .000 CLNNOT MOVE IN BOTH X AND Y DIRECTIONS
- 26. -55.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 27 50.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 28 -40.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 29 -30.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 30 -20.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 31 -10.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 32 .000 E20.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS g 33 10.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS i N 34 20.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS i ) 35 30.000 420.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS
\d 36 40.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 01/21/98 Page 13 of 40 nspq9C4. doc H-64
'37' 50.000 '620.000 .000 CANNOT MOVE IN SOTH X AND Y DIRECTIONS 38 .55.000 620,000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS , -39' 62.000 620,000 ,000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 40 69.000' 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 41 76.000 620.000 .000 - CANNOT MOVE IN BOTH X AND Y DIRECTIONS ' 42 85.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIDNS 43 '94.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 44 -103.000' 620.000 .000 CANNOT MOVE IN SOTH X AND Y DIRECTIONS 45 '112,000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 46 121.000 620.000 .000 CANNOT MOVE IN SOTH X AND Y DIRECTIONS 47 : 130.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 48 139,000 - 620.000 .000 CANNOT MOVE IN SOTH X AND Y DIRECTIONS 49 ~145.000 620.000 .000- CANNOT MOVE IN BOTH X AND Y DIRECTIONS.
50 -154.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS' 51 '163.000 L620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 52 172.000- 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIDNS 53 181.000 620.000 '000
. CANNOT NOVE IN BOTH X AND Y DIRECTIONS 54' 190.000 620.000 .000 CANNOT MOVE IN SOTH X AND Y DIRECTIONS 55 199.000 620.000 .000 CANNOT MOVE IN SOTH I AND Y DIRECTIONS 56 214.000. 620.000 .000 - CANNOT NOVE IN BOTH X AND Y DIRECTIONS 57 229,000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 58 244.000 620.000 .000 CANNOT NOVE IN SOTH X AND Y DIRECTIONS 59 259.000 620.000 .000 CANNOT MOVE IN SOTH X AND Y DIRECTIONS 60 279.000 620.000 000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 61 299.000 620.000 .000 CANNOT MOVE IN SOTH X AND Y DIRECTIONS 62 599.000 620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS
- 63. 899.000 '620.000 .000 CANNOT MOVE IN BOTH X AND Y DIRECTIONS 123 279.000 626.000 .000 44' .-899.000 ' 626.000 .000 124 299.000' 626.000 .000 65 -599.000 626.000 .000 125 599.000 626.000- .000 2 66 -299.000 626.000 .000 126 899.000 626.000 .000
' 67 279.000 626.000 .000 127 -899.000 633.000 .000' 68 -259.000 626.000 .000 128 -599.000 633.000 .000 69 -244.000 626.000 .000 129 -299.000 633.000 .000 70- ' -229.000 626.000 .000 130 -279.000 633.000 .000 71 -214.000- 626.000 .000 131 -259.000 633.000 .000' 72 -199.000 626.000 .000 132 -244.000 633.000 .000 73 -190.000 626.000 .000 133 -229.000 633.000 .000 .74 -181.000 626.000 .000 134 -214.000 633.000 .000 75 -172.000 626.000 .000 135 -199.000 633.000 .000 76 -163.000 626.000 .000 136 -190.000 633.000 .000 77 -154.000 626.000 .000 137 -101.000 633.000 .000 78- -145.000 626.000 .000 138 -172.000 633.000 .000 79 -139.000 626.000 .000 139 -163.000 633.000 .000 80 -130.000 626.000 .000 140 -154.000 633.000 .000 81 -121.000 626.000 .000 141 -145.000 633.000 .000 82 -112.000 626.000 .000 142 -139.000 633.000 .000 83 -103.000 626.000 ,000 143 -130.000 633.000 .000 84 -94.000 626.000 .000 144 -121.000 633.000 .000 85 -85.000 626.000 .000 145 -112.000 633.000 .000 86 -76.000 626.000 .000 146 -103.000 633.000 .000 87 -69.000 626.000 .000 147 -94.000 633.000 .000 88 -62.000 626.000 .000 148 -85.000 633.000 .000 89 55.000 626.000 .000 149 -76.000 633.000 .000 90 -50.000 626.000 .000 150 69.000 633.000 .000 91 -40.000 626.000 .000 151 -62.000 633.000 .000 92 -30.000 626.000 .000 152 -55.000 633.000 .000 93 -20.000 626.000 .000 153 -50.000 633.000 .000 94 -10.000 626.000 .000 154 -40.000 633.000 .000 95 .000 626.000 .000 155 -30.000 633.000 .000 96 10.000 626.000 .000 156 -20.000 633.000 .000 97 20.000 626.000 .000 157 -10.000 633.000 .000 98 30.000 626.000 .000 158 .000 633.000 .000 59 40.000 626.000 .000 159 10.000 633.000 .000 100 50.000 626.000 .000 160 20.000 633.000 .000 1-- 101 55.000 626.000 .000 161 30.000 633.000 .000 62.000 626.000 .000 162 40.000 633.000 -.000 l-102 - 103 69.000 626.000 .000 163 50.000 633.000 .000 104 76.000 626.000 .000 164 55.000 633.000' .000 105 85.000 626.000 .000 165 62.000 633.000 .000 los ' 94.000 626.000 .000 166 69.000 633.000 .000 107 103.000 626.000 .000 167 76.000 633.000 .000 308 112.000 626.000 .000 168 85.000 633.000 .000 109 121.000 626.000 .000 169 94.000 633.000 .000 110- 130.000 626.000 .000 170 103 000 633.000 .000 til 139.000 .626.000 .000 171 112.000 633.000 .000 112 145,000 626.000 .000 172 121.000 633.000 .000 all 154.000. 626.000 .000 173 130.000 633.000 .000 ' 114 163.000 626.000 .000' 174 139.000 633.000 .000 115. 172.000s 626.000 .000 175 145.000 633.000 .000 116 181.000 626.000 .000 176 154.000 633.000 .000 117 190.000 626.000 .000 177 163.000 633.000 .000 118 199.000 626.000' .000 178 172,000 633.000 .000 ,s 119 214.000 626.000 .000 179 181.000 633.000 .000 ./ 120- 229.000 626.000 .000 180 190.000 633.000 .000 121 244.000 626.000 .000 181 199.000 633.000 .000 \-' 122- 259.000 626.000: .000 182 214.000 633.000 .000 01/21/98 Page 14 of 40 nspq9c4. doc H
183 ' 229,000' 633.000 .000 270 -121.000 647.000 000 164 244,000 633.000 1000 271 -112.000 647,030 000-
/ .000 272 -103.000 647.000 .000
{ ' 185 - 259.000 633.000 647.000
- 186 .279,000 633.000 .000 273 -94.000 .000 \
187 ' 299.000 633.000 .000' 274 -85.000 647.002 000 188 599.000 633.000 .000 275 -76.000 647.000 .000 189 899.000 ~633.000 .000 276- -69.000 647.000 .000 190 -899.000 640.000 .000 277 -52.000 647.000 .000 191 - -599.000 640.000 .000 278' -55.000 647.000 .000 192 .-299.000 540.000 .000 279 ~-50.000' 647,000 .000 193 279,000 - 640.000 .000 280 -40.000 647.000 . .000 194- 259,000 640.000 .000 281 -30.000 647.000 .000 195 -244.000 640.000 .000 282 -20.000 647.000 .000 196 -229.000 640.000 .000 283. -10.000 .647.000 .000 197 -214.000 '640.000 .000 284 .000 647.000 .000 198 -199.000 640.000 .000 285 10.000 647.000 .000 199 '-190,000 640.000 .000 286 20.000 647.000 .000 300 181.000 640.000 .000 287 30.000 647.000 .000 201 -172.000 640.000- .000 288 40.000 647.000 .000 202 -163.000 640.000 .000 289 50.000 647.000 .000 203 154.000 640.000 .000 290 55.000 .647.000 .000 204 -145.000 640.000 .000 291 62.000 647.000 .000 205 ^ -139.000. 640.000- .000 292 .69.000 647.000 .000
'206 .-130.000' 440,000 .000 293' 76.000 647.000 .000 ; 207 -121.000. 640.000 .000 294 85.000 647,000 .000 .208 -112.000 640.000 .000 295 94.000 647.000 .000 . 209 103.000 640.000 .000 296 103.000 647.000 .000 210 -94.000 640.000 .000 297 112.000 '647.000 .000 211 -85.000 L640.000 .000 298 121,000 647.000 .000 212 640.000 .000 299 130.000 647.000 .000 ' -76.000 .000 300 139.000 647.000 .000 '2131 -69.000 640.000 ' 214 62.000 640.000 .000- 301 145.000 647.000 .000 215 -55.000 640,000 .000 302 154.000' 647.000 .000 216 -50.000 640.000 .000 303 163.000 647.000 .000 217- 40.000 640.000 .000 304 172.000 647.000. .000 218 . -30.000 640.000 .000' 305 181.000 647,000 .000 219 20.000 640.000 .000 306 190.000. 647.000 .000 220 -10.000 640.000 000 307 199.000 647.000 .000 221 .000 640.000 .000 308 214.000 647.000 .000 222 10.000 640.000 .000 309 229.000 647.000 .000' 223 20.000 640.000 .000 - 310 244.000 647.000 .000 224 30.000 640.000 .000 311 259.000 647.000 .000 225 40.000 640.000 .000 312 279.000 647.000 .000 226 50.000 ' 640.000 .000 313 299.000 647.000 .000 227 55.000 #40.000 .000 314 599.000 647.000 .000 228 62.000 640.000 .000 315 899.000 647.000 .000 229 69.000' 640.000 .000 316 -899.000 651.000 .000 230 76.000 640.000 .000 317 -599.000 651.000 .000 231 85.000 640,000 .000 318 -299.000 451.000 .000 232 94.000 640.000 .000 319 -279.000 651.000 .000 233- 103.000 640.000 .000 320 -259.000 651.000 .000 234 112.000 640.000 .000 321 -244.000 651.000 .000 235 321.000 640.000 .000 322 -229.000 651.000 .000 236 130.000 640.000 .000 323 -214.000 651.000 .000 237 139.000 640.000 .000 324 -199.000 651.000 .000 238- 145.000 640.000 .000 325 -190.000 651.000 .000 239 154.000 640.000 .000- 326 -181.000 651.000 .000 240 163.000 640.000 '.000 327 -172.000 651.000 .000 241 172.000 640.000 .000 328 -163.000 651.000 .000 242 181.000 640.000 .000 329 -154.000 651.000 .000 243 190.000 640.000 .000 330 -145.000 651.000 .000 - 244 199.000 640.000 .000 331 -139.000 651.000 .000 245 214.000 640,000 .000 332 -130.000 651.000 .000 246 229.000 640.000' .000 333 -121.000 651.000 .000 247^ 244.000 - 640.000 .000 334 -112.000 651.000 .000 248 259.000 640.000 .000 335 -103.000 651.000 .000 249 279.000 640.000 .000 336 -94.000 651.000 .000 250 299.000 640.000 .000 337 -85.000 651.000 .000 251 599.000 640.000 .000 338 -76.000 651.000 .000 252 899.000 640.000 .000 339 -69.000 651.000 .000 253 -899.000 647.000 .000 340 -62.000 651.000 .000 254 -599.000 647.000 .000 341 -55.000 651.000 .000 255- ~299.000 647.000 .000 342 -50.000 651.000 .000 1 256 -279.000 647.000 .000 343 -40.000 651.000 .000 '257 -259.000' '647.000 .,000 344 -30.000 651.000 .000 258 -244.000 647.000 .000 -345 -20.000 651.000 .000 259 -229.000- 647.000 .000 346 -10.000 651.000 .000 260 -214.000 647.000' L.000 347 .000 651.000 .000 261' 199.000 . '647.000 ~.000 348 10.000 651.000 .000 '262 -190.000 f647.000 .000' 349 20.000 651.000 .000' 263 -181.0001 647,000 .000 350 30.000 651.000 .000 264 -172.000- 647.000 .000' 351 40.000- 651.000 .000 t
267 '-163.000 ' 647.000 E000 352 50.000 651.000 .000 353 ' 55.000 651.000 .000
- ) -+(); .'< 267 266 -154.000' 647.000 .000
-145.000 .647.000 .000 354 62.000 651.000 .000 ?;\ '268- -139.0001 647.000 .000' 355 69.000 651.000 .600 y - ,7l .?69 -130.000, .647.000 .000- 356 16.000 651.000 .000 x
01/21/985 Page 15 of 40 nspq9c4. doc H-66
357- -85.000 '651.000 .000 444 -299.000 660.000 .000 358 94.000' 651.000 .000 - 445 -279.000 660.000 .000 f"~"N 359 '103.000 651.000 .000 446 -259.000' 660.000 .000
;V ) 360' '361 112.000 121i000 .451.000 651.000' .000 .000 447 448' -244.000 -229.000 660.000 660.000 .000 .000 362' 130-.000 651.000. .000 449 -214.000 660.000 .000 363 139.000. ~651.000 .000 450 -199.000 660.000 .000 -364 145.000 651.000 .000 .451 --190.000 660.000 .000 365 154.000 651.000 .000 452 -181.000 660.000 .000 366 -163.000 651.000 .000 453 -172.000 660.000 .000 3671 172.000 .651.000 .000 454 --163.000 660.000 .000 368 181.000. 651.000 .000 455 -154.000 660.000 .000 369 190.000 -651.000 .000' 456 -145.000 660.000 .000 370 - 199.000 - 651.000 .000 457 -139.000 '660.000 .000 371' 214.000 651.000 .000 458 -130.000 660.000. .000 372 229.000- 651.000 .000 459 -121.000 660.000 .000 373 244.000 651.000 .000 460 -112.000 660.000 .000 374 259.000 651.000 .000 461 -103.000 660.000 .000 375 279.000 651,000' .000 462 -94.000 .660.000 000 376 299.000 651.000 .000 463 -85.000 660,000 .000 - 377 599.000 651 000 .000 464 -76.000 660.000 000 378 899.000 651.000 .000 465 -69.000 660.000 .000 379 899.000 655.000 ,000 ,466 -62.000 660.000 .000 380f -599.000 655.000 .000 467 -55.000 460.000 .000 381- -299.000 655.000 .000 468 -50.000 660.000 .000 382 -279.000 655.000 .000 469 +40.000 660.000 .000 383 259.000' 655.000 .000 410 -30.000 660.000 .000 384 -244.000 655.000 .000 471 -20.000 660.000 .000 385 - 655.000 .000 472 -10.000 660.000 .000 +22).000 660.000 .000 386 - +214.000 655.000 .000 413 .000 387 199.000 655.000 .000 474 10.000 660.000 .000 2186' 190.000 - 655 000 .000 475 20.000 660.000 .000 389 -181.000 655.000 .000 476 30.000 660.000 .000 390 -172.000 655.000 .000 477 40.000 660.000 .000 391 -163.000 655.000 .000 478 50.000_ 660.000 .000 392 -154.000 655.000 .000 479 55.000 660.000 .000 393 -145.000 655.000 .000 480 62.000 660.000 .000 394 -139.000 - 655.000 .000 481 69.000 660.000 .000 395 130.000 655.000 .000 482 76.000 660.000 .000 396 -121.000 '655.000- .000 483 85.000 660.000 .000 397 -112.000 655.000 .000 484 94.000 660.000 .000 398 -103.000 655.000 .000 485 103.000 660.000 .000
- .399 -94.000 655.000 .000 486 112.000 660.000 .000 y 400 -85.000 655.000 .000 487 121.000 660.000 -.000
' 74.000 655.000 .000. 488 130.000 660.000 . .000 \q_,,/ 401 -69.000- 655.000 .000 489 139.000 660.000 .000 402 403 -62.000 655.000 ,000 490 145.000 660.000 .000 404- -55.000 655.000 .000 491 154.000 660.000 .000 405 50.000 655.000- .000 492 163.000 660.000 .000 404 440.000 655.000 .000 493 172.000 660.000 .000 407 30,000 655.000 .000 494 181.000 660.000 .000 408 -20.000 655.000 .000 495 190.000 660.000 .000 409 -10.000 655.000 .000 496 199.000 660.000 .000 410 .000 655.000 .000 497 214.000 660,000 .000 411 10.000 655.000 .000 498 229.000 660.000 .000 . 412 20.000 655.000 .000 499 244.000 660.000 .000 413 30.000- 655.000 .000 500 259.000 660.000 .000 414 40.000' 655.000 .000 501 279.000 660,000 .000 415 .50.000 655.000 .000 502 299.000 660.000 .000 416 55.000 655.000 .000- 503 599.000 660.000 .000 417 62.000 655.000 .000 504 899.000 660.000 .000 418 69.000 655.000 .000 505 -899.000 664.000 -.000 .419 76.000 655.000 .000 506 -599.000 664.000 .000 420 85.000 655.000 .000 507 -299.000 664.000 ,000 421 - 94.000 655.000 .000 508 -279.000 664.000 .000 422 103.000 655.000 .000 509 -259.000 664.000 .000
- 423 112.000' 655.000 .000 510 -244.000 664.000 .000 424 121.000 655.000 .000 511 -229.000 664.000 .000 425 130.000 -655.000 .000 '512 -214.000 664.000 .000 426 139.000 655.000 .000 513 -199.000 664.000- .000 427- 145.000 655.000 .000 514- -190.000 664.000 .000 428 .354.000- 655.000 .000 515 -181.000 664.000- .000
-429- 163.000 655.000 .000 516 -172.000 664.000 000 '430 172.000 .655.000 .000' 517 -163.000 664,000 .000 431 181.000- 655.000 ,000 ' 518 -154.000 664.000 .000 432 190.000 ' 655.000 .000 519 -145.000 664.000 .000 199.000 '655.000 .000 520 -139.000- .664.000 .000 433, 434 214.000 655.000 .000 521 -130.000 664.000 .000
- 455, :229.000 655,000 .000- 522 -121,000. 664.000 .000
.436' 244.0001 :655.000 .000, 523 -112.000 664,000 .000 '437 259.000- '655.000: .000 524' .-103.000' 664.000 -.000 438 279.000 655.000 .000 525. -94.000 664.000- .000 .r 439r .299.000 -655.000 . 000 526 -85.000 ' 664.000 .000
- 440 ;599.000 655.000 .000 527 -76.000 664.000 .000
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664.000 .000 l.j \: 441' 442
'899,000- *899.000 ~655,000' 660.000- .000 .000 - 528 529 69.000 -62.000 664.000 .000 ;;(- '/ -55.000 ' . 443 E Sil.000 '660.004- .600 530 66d.000 ' , 000 '01/21/9BT Page 16 of 40- nspq9c4. doc o .
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531 -50.000 664.000 .000 618 -899.000 671.000 .000
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533 -30.000 664.000 .000 620 -299.000 671.000 .000 [ }
-279.000 671.000 .000
\ / 534 -20.000 664.000 .000 621 535 10.000 664.000 .000 622 -259.000 671.000 .000 536 .000 664,000 .000 623 -244.000 671.000 .000 537 10.000 664.000 .000 624 -229.000 671.000 .000 538 20.000 664,000 .000 625 -214.000 671.000 .000 539 30.000 664.000 .000 626 -199.000 671.000 .000 540 40.000 664.000 .000 627 -190.000 671.000 .000 541 50.000 664.000 .000 628 -181.000 671.000 .000 542 55,000 664,000 .000 629 -172.000 671.000 .000 543 62.000 664.000 .000 630 -163.000 671.000 .000 544 69.000 664.000 .000 631 -154.000 671.00< .000 545 76.000 664.000 .000 632 -145.000 671.0V .000 546 85.000 664.000 .000 633 -139.000 671.00 .000 547 94,000 664.000 .000 634 -130.000 671.00f .000 548 103.000 664.000 .000 635 -121.000 671.00J .000 549 112.000 664.000 .000 636 -112.000 671.Ps0 .000 550 121.000 664.000 .000 637 -103.000 67! 000 .000 551 130.000 664.000 .000 638 -94.000 671.000 .000 552 139.000 664.000 .000 639 -85.000 671.000 .000 553 145.000 664.000 .000 640 -76.000 671,000 .000 554 154.000 664,000 .000 641 16.000 671.000 .000 555 163.000 664.000 .000 642 85.000 671.000 .000 554 172,000 664.000 .000 643 94.000 671.000 .000 557 181.000 664.000 .000 644 103.000 671.000 .000 558 190.000 664.000 .000 645 112.000 671.000 .000 559 19.9,000 664,000 .000 646 121.000 671.000 .000 560 214.000 664.000 .000 647 130.000 6'11.000 .000 561 229.000 664.000 .000 648 139.000 671.000 .000 562 244.000 664.000 .000 649 145.000 671.000 .000 563 259.000 664.000 .000 650 154.000 671.000 .000 564 279.000 664.000 .000 651 163.000 671.000 .000 565 299.000 664.000 .000 652 172.000 671.000 .000 566 579.000 664.000 .000 653 181.000 671.000 .000 567 899.000 664,000 .000 654 190.000 671.000 .000 568 -899.000 667.500 .000 655 199.000 671.000 .000 569 599.000 667.500 .000 656 214.000 671.000 .000 570 -299.000 667.500 .000 657 229.000 671.000 .000 571 -279.000 667.500 .000 658 244.000 671.000 .000 572 -259.000 667.500 .000 659 259.000 671.000 .000
~'* 573 -244.000 667.500 .000 660 279.000 671.000 .000 -229.000 667.500 .000 661 299.000 671.000 .000 ) /
574 575 -214.000 667.500 .000 662 599.000 671.000 .000
\' 576 -199.000 667.500 .000 663 899.000 671.000 .000 577 -190.000 667.500 .000 664 -899.000 674.000 .000 578 181.000 667.500 .000 665 -599.000 674.000 .000 579 -172.000 667.500 .000 666 -299.000 674.000 .000 580 -163.000 667.500 .000 667 -279.000 674.000 .000 581 -154.000 667.500 .000 668 -259.000 674.000 .000 582 -145.000 667.500 .000 669 -244.000 674.000 .000 583 -139.000 667.500 .000 670 -229.000 674.000 .000 584 -130.000 667.500 .000 671 -214.000 674.000 .000 585 -121.000 667.500 .000 672 -199.000 674.000 .000 586 -112.000 667.500 .000 673 -190.000 674.000 .000 587 -103.000 667.500 .000 674 -181.000 674.000 .000 588 -94.000 667.500 .000 675 -172.000 674.000 .000 589 -85.000 667.500 .000 676 -163.000 674.000 .000 590 -76.000 667.500 .000 677 -154.000 674.000 .000 591 -65.500 667.500 .000 678 -145.000 674.000 .000 592 -62.000 666.300 .000 679 -139.000 674.000 .000 593 62.000 666.300 .000 680 -1?0.000 674.000 .000 594 65.480 667.500 .000 681 -121.000 674.000 .000 595 16.000 667.500 .000 682 -112.000 674.000 .000 596 85.000 667.500 .000 683 -103.000 674.000 .000 597 94.000 667.500 .000 684 -94.000 674.000 .000 598 103.000 667.500 .000 685 -85.000 674.000 .000 599 112.000 667.500 .000 686 85.000 674.000 .000 600 121.000 667.500 .000 687 94.000 674.000 .000 601 130.000 667.500 .000 688 103.000 674.000 .000 602 139.000 667.500 .000 689 112.000 674.000 .000 603 145.000 667.500 .000 690 121.000 674.000 .000 604 154.000 667.500 .000 691 130.000 674.000 .000 605 163.000 667.500 .000 692 139.000 674.000 .000 606 172.000 667.500 .000 693 145.000 674.000 .000 607 181.000 667.500 .000 694 154.000 674.000 .000 608 190.000 667.500 .000 695 163.000 674.000 .000 609 199.000. 667.500- .000 696 172.000 674.000 .000 610- 214.000 667.500 .000 697 181.000 674.000 .000 611 229.000 667.500 .000 698 190.000 674.000 .000 612 244.000 667.500 .000 699 199.000 674.000 .000 ell 259.000 667.500 .000 700 214.000 674.000 .000 ~s 614 279.000 667.500 .000 701 229.000 674.000 .000
( \ 615 299.000 667.500 .000 702 244.000 674.000 .000
) 616 599.000 667.500 .000 703 259.000 674.000 .000 '/ 617 899.000 667.500 .000 704 279.000 674.000 .000 01/21/98 Page 17 of 40 nspq9c4. DOC H-68 i
705 299.000 674.000 .000 792 -299.000 663.000 .000 106 599.000 674.000 .000 193 -279.000 683.000 .000 fs s 707 899.000 674.000 .000 794 -259.000 683.000 .000 / (- 708 709 710
-899,000 -599.000 -299.000 677.000 677.000 677.000 .000 .000 .000 795 796 797 -244.000 -229.000 -214.000 683.000 683.000 683.000 .000 .000 .000 711 -279.000 677.000 .000 798 -199.000 663.000 .000 712 -259.000 677.000 .000 799 -190.000 683.000 .000 713 -244.000 677.000 .000 800 -161.000 683.000 .000 714 -229.000 677.000 .000 801 -172.000 683.000 .000 715 -214.000 677.000 .000 802 -163.000 683.000 .000 716 -199.000 677.000 .000 803 -154.000 683.000 .000 717 -190.000 677.000 .000 804 -145.000 683.000 .000 718 -181.000 677.000 .000 805 -139.000 683.000 000 719 -172.000 677.000 .000 806 -130.000 683.000 .000 720 -163.000 677.000 .000 807 -121.000 683.000 .000 721 -154.000 677.000 .000 808 -112.000 683.000 .000 722 -145.000 677.000 .000 809 112.000 683.000 ,000 723 -139.000 677.000 .000 810 121.000 683.000 .000 724 -130.000 677.000 .000 811 130.000 683.000 .000 725 -121.000 677.000 .000 812 139.000 683.000 .000 726 -112.000 677.000 .000 813 145.000 683,000 .000 727 -103.000 677.000 .000 814 154.000 683.000 .000 728 -94.000 677.000 .000 815 163.000 683.000 .000 729 94.000 677.000 .000 816 172.000 683.000 .000 730 103.000 677.000 .000 817 181.000 683.000 .000 731 112.000 677.000 .000 818 190.000 683.000 .000 732 121.000 677.000 .000 819 199.000 683.000 .000 733 130.000 677.000 .000 820 214.000 683.000 .000 734 119.000 677.000 .000 821 229.000 683.000 .000 ' 135 145.000 677.000 .000 822 244.000 683.000 .000 -736 154.000 677.000 .000 823 259.000 683.000 .000 737 163.000 677.000 .000 824 279.000 683.000 .000 738 172.000 677.000 .000 825 299.000 683.000 .000 739 181.000 677.000 .000 826 599.000 683.000 .000 740 190.000 677.000 .000 827 899.000 683.000 .000 741 199.000 677.000 .000 828 -899.000 686.000 .000 142 214.000- 677.000 .000 829 -599.000 686.000 .000 743 229.000 677.000 .000 830 -299.000 686.000 .000 744 244.000 677.000 .000 831 -279.000 686.000 .000 745 259.000 677.000 .000 832 -259.000 686.000 .000 146 279.000 677.000 .000 833 -244.000 686.000 .000 747 299.000 677.000 .000 834 -229.000 686.000 .000 599.000 677.000 .000 835 -214.000 686.000 .000
[ -~s) 748 686.000 .000 (df' 749 750 751 899.000
-899.000 -599,000 677.000 680.000 680.000 .000 .000 .000 836 837 838 -199.000 -190.000 -181.000 686.000 686.000 .000 .000 752 -299.000 680.000 .000 839 -172.0G2 686.000 .000 753 -279.000 680.000 .000 840 -163.004 686.000 .000 754 -259.000 680.000 .000 841 -154.000 686.000 .000 755 -244.000 680.000 .000 842 -145.000 686.000 .000 756 -229.000 680.000 .000 843 -139.000 686.000 .000 757 -214.000 680.000 .000 844 -130.000 686.000 .000 758 -199.000 680.000 .000 845 -121.000 686.000 .000 759 -190.000 680.000 .000 846 121.000 686.000 .000 740 -181.000 680.000 .000 847 130.000 686.000 .000 761 -172,000 680.000 .000 848 139.000 686.000 .000 762 -163.000 680.000 .000 849 145.000 686.000 .000 763 -154.000 680.000 .000 850 154.000 686.000 .000 764 -145.000 680,000 .000 851 163.000 686.000 .000 765 -139.000 680.000 .000 852 172.000 666.000 .000 766 -130.000 680.000 .000 853 181.000 686.000 .000 167 -121.000 680.000 .000 854 190.000 686.000 .000 768 -112.000 680.000 .000 855 199.000 686.000 .000 769 -103.000 680.000 .000 856 214.000 686.000 .000 770 103.000 680.000 .000 857 229.000 686.000 .000 771 112.000 680.000 .000 858 244.000 666.000 .000 772 121.000 680.000 .000 859 259.000 666.000 .000 773 130.000 680.000 .000 860 279.000 686.000 .000 774 139.000 680.000 .000 861 299.000 686.000 .000 775 145.000 680.000 .000 862 599.000 686.000 .000 776 154.000 680.000 .000 863 899.000 686.000 .000 777 163.000 680.000 .000 864 -899.000 689.000 .000 778 172,000 680.000 .000 865 -599.000 689.000 .000 1 779 181.000 680.000 .000 866 -299.000 689.000 .000 780 190.000 680.000 .000 867 -279.000 689.000 .000 781 199.000 680.000 .000 868 -259.000 689.000 .000 782 214.000 680.000 .000 869 -244.000 689.000 .000 1 783 229.000 680.000 .000 870 -229.000 689.000 .000 )
784 244.000 680.000 ,000 871 -214.000 689.000 .000 ' 785 259.000 600.000 .000 872 -199.000 689.000 .000 186 279.000 480.000 .000 873 -190.000 689.000 .000 787 299.000 680.000 .000 874 -181.000 689.000 .000
,,_g 188 599.000 680.000 .000 875 -172.000 689.000 .000 189 899.000 680.000 .000 876 -163.000 689.000 .000 j- 790 899.000 683.000 .000 877 -154.000 6P9.000 .000 y , %. / 791 599.000 683.000 .000 878 -145.000 689.000 .000 .01/21/99 Page 18 of 40 nspq9c4. doc H-69 j l
i
'879 -139.000 689.000- ,000' fe 880 ' -130.000 689.000 .000 1 t 881 - 130.000 689.000. .000
( -882 883 139.000 145.000-689.000 ' 689.000.
.000 .000 ITERATION NO. 1 884 154.000 689.000 .000 885 - 163.000 689.000 .000 .886 ' 172.000 689.000 .000 DAMPING SET AT THE FOLLOWING TWO FREQUENCIES:
887- 181.000 .689.000 .000 THE FIRST NATURAL FREQUENCYs CIRC FREQ= 17 708: 888 . '290.000 689.000 .000 PERIOD = .355 SEC
'889 . 199.000 689.000 .000 1 TIMES THE NATURAL FREQ s CIRC FREQ= 17.708; 890 214.000 689.000 .000- PERIOD = .355 SEC $91 229.000 689.000 ".000 892 244.000 689.000 .000 893 259.000 689.000 000 894 279,000' 689.000 000 895 - 299.000 689.000 .000 TIME REQUIRED FOR FORMATION AND TRIANGULIZATION OF MATRICES 896 599.000- 689.000 .000 = 21. SEC 897 '899,000. 689.000 .000 . 898 -899.000 692.000 .000 899t ~599.000 692.000 .000 Ban &R----------------------------------
900 ' 299.000. 692.000 .000 901 --279.000 692.000 .000 902 .' 259.000 692.000 .000 ITERATION CYCLE NO. 1 AVE OVERALL DAMP = .029 903 244.000- 692.000 .000 904 J 229.000 692.000 .000 905 214,000 692.000. .000 906' .-199.000 692.000 ,000 T!KE REQUIRED FOR 1200 STEPS = 417. SEC 907- -190,000 692.000' .000 908 -181.000' 692.000 .000 1
.909 -172.000- 692.000 .000 -910 163.000 692.000 .000 ITERATION NO. 2 911 -154.000 692.000 .000 912 145.000 692.000 .000 913 -139.000 692.000 .000 914 139.000 692.000- .000 DAMPING SET AT THE FOLLOWING TWO FREQUENCIES: ' 915 145.000 692.000 .000 THE FIRST NATURAL FREQUENCY: CIRC FREQ= 16.103 . 916 154.000 692.000 ,000 PdRIOD= .390 SEC 917 163.000 692.000 .000 1 TIMES THE NATURAL FREQ.: CIRC FREQ. 16.103 918 172.000 692.000 .000 PERIOD = .390 SEC-919- 181.000 692.000 ,000 920 190.000 692.000 .000 921' -199.000 692.000 .000 922 214.000 692.000 .000 923 229.000 692.000 .000 TIME REQUIRED FOR FORMATION AND TRIANGULIZATION OF MATRICES 924 244.000 692.000 000 = 19. SEC -925 259.000 692.000 .000 926 279.000 692.000 .000 927 299.000 692.000 .000 man &E---------------------------------
928 599.000 892.000 .000 929 899.000' =92.000 .000 930 -899.000 694.000 .000 ITERATION CYCLE No. 2 AVE OVERALL DAMP = .032 931' .+599.000' 694.000 .000 932 -299.000 694.000 .000 933 -279.000 694.000 .000
. 934 -259.000 694.000 .000 TIME REQUIRED FOR 1200 STEPS = 41V. EEC 935 -244.000 694.000 .000 936 -329.000 694.000 .000 1 937 +214.000 694.000 .000 938 -199.000 694.000 .000 ITERAT10N NO. 3 939 -190.000 694.000 .000 940. -181.000 694.000 .000 941 -172.000 694.000 .000 942 163.000 694.000 .000 DAMPING SET AT THE FOLLOWING TWO FREQUENCIES:
943 -154.000 694.000 .000 THE FIRST NATURAL FREQUENCY: CIRC FREQ= 15.789; 944 ; -145.000 694.000 .000 PERIOD = .398 SEC 945 145,000 694.000 .000 1 TIMES THE NATURAL FREQ.: CIRC FREQ= 15.789
- 946 .154.000 694.000 .000 PERIOD = .398 SEC
.947 163.000 694.000 .000 -948- -172.000 694.000 .000 949 181.000 .694.000 .000 950 190.000 694.000 .000 .951 199.000 ' 694.000 .000 TIME REQUIRED FOR FORMATION AND TRIANGULIEATION OF MATRICES 952. .214.000 694.000 .000 = 19. SEC 953 229.000 694.000 .000 .954 244.000 694.000 2000 955 259.000 694.000 .000 naman--.....--...- .-..---. .956- '279.000 694.000 .000 1957f 299.000 694.000 .000. '958 599.000 694.000. '.000 ' 959. : .899.000 694.000' .000 ' ITERATION CYCLE NO. 3 AVE DVERALL DAMP = .032 / \; TIME REQUIRED FOR 1200- STEPC's 415. SEC 9 3
[ 01/21/9'B L 'Page 19 of 40 ASpq9c4. DOC H-70
ITERATION No. 4 DAMPING SET AT THE FOLLOWINO TW) FREQUENCIES; THE FIRST NATURAL FREQUENCYr CIRC FREQ* 15.715; PERIOD * .400 SEC 1 TIMES THE NATURAL FREQ : CIRC FREQ= 15.715; FERIODe .400 SEC TIME REQUIRED FOR FOPMATION AND TRIANGULIZATION OF MATRICES e 19.. SEC 3ngAg......................... ITERATION CYCLE No. 4 AVE OVEAALL DAMP = .032
. TIME PEQUIRED FOR 1200 STEPS
- 417. SEC i
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