ML20062J476
| ML20062J476 | |
| Person / Time | |
|---|---|
| Issue date: | 10/31/1993 |
| From: | Sobel P Office of Nuclear Reactor Regulation |
| To: | |
| References | |
| NUREG-1488, NUREG-1488-DRFT, NUREG-1488-DRFT-FC, NUDOCS 9311080086 | |
| Download: ML20062J476 (98) | |
Text
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l NUREG-1488 6
Revised Livermore l
Seismic Hazard Estimates for 69 Nuclear Power Plant Sites East of the Roeg Mountains Draft Report for Comment i
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U.S. Nuclear Regulatory Commission l
l Office of Nuclear Reactor Regulation P. Sobel l
78A228888'2 2
1488 R PDR
r AVAILABILITY NOTICE i
Availability of Reference Materials Cited in NRC Publications Most documents cited in NRC publications will be available from one of the following sources:
1.
The NRC Public Document Room, 2120 L Street, NW, Lower Level. Washington, DC 20555-0001 2.
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NUREG-1488 Revised Livermore Seismic Hazard Estimates for 69 Nuclear Power Plant Sites East of the Rocky Mountains Draft Report for Comment Manuscript Completed: October 1993 Date Published: October 1993 P.Sobel Division of Engineering i
Office of Nuclear Reactor Regulation I
U.S. Nuclear Regulatory Commission Washington, DC 20555-4)001
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ABSTRACT This report presents updated Lawrence Livermore National Laboratory (LLNL) probabilistic seismic hazard analysis estimates for 69 nuclear power plant sites in the region of the United States east of the Rocky Mountains.
LLNL i
performed a re-elicitation of seismicity and ground motion experts to improve l
their estimates of uncertainty in seismicity parameters and ground motion j
models.
Using these revised inputs, LLNL updated the seismic hazard estimates documented in NUREG/CR-5250 (1989). These updated hazard estimates will be i
used in future NRC actions.
A detailed summary of the revised probabilistic 4
hazard methrjology, the seismicity and ground motion inputs, and sensitivity j
studies is presented in a report by J. Savy (1993, LLNL Report UCRL-ID-115111). This report summarizes the Savy (1993) report and documents the 1993 LLNL hazard results for the 69 sites.
For the purpose of comparing these probabilistic seismic hazard estimates to the seismic design of the nuclear
[
power plants, a table of safe-shutdown earthquake spectral values is included.
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I iii NUREG-1488 I
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i CONTENTS i
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ABSTRACT...............................................................iii FOREWARD.............................................................. vii 1
INTRODUCTION 1
'i 2
SEISMICITY INPUTS TO HAZARD ANALYSIS 2
i 3
GROUND MOTION INPUTS TO HAZARD ANALYSIS 4
4 HAZARD ESTIMATES AND COMPARISON TO PREVIOUS RESULTS...............
5
- j 5
REFERENCES 11
.i l
APPENDICES l
A PEAK GROUND ACCELERATION HAZARD ESTIMATES l
B UNIFORM HAZARD RESPONSE SPECTRA i
C SAFE-SHUTDOWN EARTHQUAKE SPECTRA j
FIGURES i
1.
Earthquake recurrence rates - number of earthquakes versus j
magnitude 3
2.
Comparison of 1989 LLNL, 1992 LLNL and EPRI estimates of
-i probability of exceeding peak ground acceleration per year i
versus acceleration - Pilgrim site 6
3.
Comparison of 1989 LLNL, 1992 LLNL and EPRI estimates of probability of exceeding peak ground acceleration per year versus acceleration - Shearon Harris site 7
4.
Seabrook 1,000 year uniform hazard response spectra - 1989 versus 1993 LLNL hazard estimates 8.
)
5.
Pilgrim 1,000 year uniform hazard response spectra - 1989 j
versus 1993 LLNL hazard estimates 9
6.
Pilgrim 1,000 year uniform hazard response spectra - 1989 versus 1993 LLNL hazard estimates 10 d
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1 FOREWORD i
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The information in this report will be considered by the U.S. Nuclear Regulatory Commission staff in future licensing actions such as safety evaluation reports, reviews of individual plant examination of external events submittals, and early site reviews. The study described in this report is an update of a Lawrence Livermore National Laboratory probabilistic seismic hazard analysis study presented in NUREG/CR-5250.
Any interested party may submit comments on this report for consideration by the staff.
To be certain of consideration, comments on this report must be received by the due date published in the Federal Reaister notice. Comments i
received after the due date will be considered to the extent practical.
Comments should be sent to the Chief, Rules Review and Directives Branch, Division of Freedom of Information and Publications Services, Mail Stop P-223, U.S. Nuclear Regulatory Commission, Washington, DC 20555.
Further technical information can be obtained from Dr. Phyllis Sobel, Office of Nuclear Reactor i
Regulation, Mail Stop 7-H-15, U.S. Nuclear Regulatory Commission, Washington, l
DC 20555, telephone (301) 504-2738.
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1 INTRODUCTION The study described in this report is an update of a probabilistic seismic-hazard analysis (PSHA) study presented in NUREG/CR-5250.
Probabilistic-l evaluations are intended to capture the uncertainties in estimating seismic i
hazard in the Eastern United States (EUS), the region east of the Rocky Mountains.
These uncertainties include those encountered in the selection of seismic source zones, rates of seismicity, upper magnitudes, ground motion models, and site correction models.
The U.S. Nuclear Regulatory Commission (NRC) has been sponsoring the development of PSHA methodology by Lawrence Livermore-National Laboratory (LLNL) since the 1970's (NUREG/CR-1582).
In the 1980's NRC sponsored an LLNL a
study to develop a seismic hazard methodology for all operating nuclear power-plant sites in the EUS (NUREG/CR-3756, NUREG/CR-5250). These probabilistic estimates were conducted, in part, as a result of a 1982 letter from the U.S.
i Geological Survey (USGS) to the NRC.
In that letter the USGS suggested that deterministic and probabilistic evaluations of seismic hazard should be made for sites in the EUS to assess the likelihood of large earthquakes-along the eastern seaboard.
The 1980's LLNL methodology included input data provided by 11 seismicity experts and 5 ground motion experts. The seismicity experts defined maps of source zones of uniform-seismicity and then described the seismicity of each zone in terms of the rate of earthquakes versus magnitude for each zone. The ground motion experts each provided several attenuation models for predicting ground motion as a function of distance from the earthquake source.
LLNL developed a seismic hazard model that used the experts' input and a Monte Carlo simulation approach to provide an estimate of the probability of j
exceeding a level of ground motion (peak ground acceleration and spectral acceleration values) at a given site.
LLNL applied its methodology to develop probabilistic seismic hazard estimates at all 69 EUS operating plant sites l
In conjunction with funding LLNL to perform.a PSHA study, NRC recommended that the nuclear power industry perform an independent study to provide-a coordinated utility position on PSHA estimates and to provide NRC.with comparative information. A consortium of nuclear power utilities (the Seismicity Owners Group) funded the. Electric Power Research Institute (EPRI) to perform a seismic hazard study.
EPRI developed its own PSHA methodology and PSHA estimates at 56 of the EUS sites (EPRI NP-4726, EPRI-NP-6395-D). The differences between the LLNL and EPRI seismic hazard estimates were addressed in NUREG/CR-4885.
For example, the EPRI seismicity information was provided by six teams of geoscience experts as opposed to the Il individual seismicity experts used in the LLNL methodology. The LLNL study described in this. report did not examine the differences between:the LLNL and EPRI seismic hazard-estimates.
Instead, this study concentrated on improving the elicitation of l
data and its associated uncertainty from the experts to better capture the true uncertainty in our state of knowledge.
I NUREG-1488 f
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i In the past few years LLNL has applied its methodology to studies at Department of Energy (DOE) sites.
During these recent applications, LLNL re-i examined the expert opinion elicitation process used in the 1980's.LLNL methodology to better characterize uncertainty. On the basis of insights gained from these applications, NRC sponsored a limited re-elicitation of the i
LLNL experts to refine the estimates of uncertainty in seismicity and ground l
motion estimates.
In 1992 and 1993 LLNL re-elicited input data from the seismicity and ground motion experts using a revised elicitation procedure.
l Then LLNL revised the PSHA computer code and produced updated PSHA estimates at EUS sites. The results presented here are the improved and updated estimates. A detailed description of the updated methodology is contained in j
LLNL Report UCRL-ID-ll5111.
Thase apdated hazard estimates will be considered by the NRC staff in future licensing actions such as safety evaluation reports, reviews of individual plant examination of external events (IPEEE) submittals (NUREG-1407), and i
early site reviews.
u 2 SEISMICITY INPUTS TO HAZARD ANALYSIS In probabilistic seismic hazard analyses, the experts define maps of source zones and then describe the seismicity of each zone in terms of the rate of earthquakes versus magnitude for each source zone. The Gutenberg-Richter relationship (Log N(m) = a - bm) describes the number of earthquake (N) expected as a function of magnitude (m) (Figure 1). As reported in NUREG/CR-5250, the seismicity experts were asked to provide a and b values (the intercept on the y-axis and the slope of m rate of earthquakes versus-magnitude) for each source zone. The experts were asked to then estimate the uncertainties associated with these a and b values. This procedure led to large uncertainties for the seismicity recurrence rates at the larger magnitudes.
The 1992 elicitation of seismicity experts improved the modeling of uncertainty in seismic recurrence rates, especially at the larger magnitudes.
In the current approach, experts were interviewed individually at interactive meetings, instead of filling in questionnaires as they did in the 1980's.
Before the interview, each expert was provided with a package 'of materials that included recurrence curves based on observed seismicity and recurrence estimates based on the a and b values provided by the experts in the 1980's study. The recurrence curves based.on the instrumental period (last 30 to 40 years of recorded seismicity) were more helpful because they provided information on the frequency of smaller magnitude earthquakes. The curves for the entire historical period (last 300 years) were more helpful for the larger magnitude earthquakes.
{
At the interview, LLNL explained the problem with the earlier elicitation of a and b values and described the revised elicitation procedure. The experts were then given the opportunity to revise the maximum magnitudes for each source zone on the basis of recent information.
Seismicity recurrence rates, l
including uncertainty, were elicited by asking the experts their preferred i
estimate of N(m) at two magnitude values'- magnitudes 3.75 and a magnitude j
value 3/4 of the way between magnitude 3.75 and the expert's best estimate of NUREG-1488 2
a t
Figure 1 - Earthquake recurrence rates - number of earthquakes versus -
I magnitude. Uncertainties in estimates of a (y-intercept) and b (slope) '
can lead to unrealistically large estimates of recurrence rates at larger.
I magnitudes.
j i
i-i Log N T
Log N = a - b m
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b t
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4 5
6 7
8 1
Magnitude 5
A g
3 NUREG-1488 l
'T
1 the upper magnitude.
LLNL used data diagnostic tools to check the seismicity inputs for consistency with historical seismicity data. - The 1992 elicitation -
was limited to the seismicity recurrence rates and upper magnitude values.
Zonation was not re-elicited.
All the seismicity experts were more comfortable with the revised approach.
The result of the elicitation was that the uncertainties associated with every I
expert's seismicity recurrence curves were reduced significantly at all i
magnitudes, although there was little change in the preferred values. The-i estimates of maximum magnitude were generally unchanged.
3 GROUND MOTION INPUTS TO HAZARD ANALYSIS q
For the 1980's LLNL study reported in NUREG/CR-5250, five ground motion experts provided models that estimated ground motion as a function of earthquake magnitude and distance from the site.
LLNL combined the inputs 7
from all pairs of seismicity and ground motion experts individually to develop an uncertainty distribution estimate of hazard for each pair of experts.
In the recent elicitation of ground motion experts, emphasis was placed on uncertainty estimates and the state-of-the-art ground motion models.
To improve the elicitation of ground motion information, a workshop on elicitation was held-in May 1992 on' elicitation of expert opinion. The workshop participants considered the type of information needed, the format of the elicitation (questionnaires or interviews) and the aggregation of expert opinion. The recent elicitation procedures used by L'.NL followed the recommendations developed during this workshop.
The workshop participants suggested that the most appropriate form for I
eliciting ground motion variability is to elicit the probability distribution of ground motion, with uncertainty, for selected values of magnitude and-distance from the site.
The workshop participants recommended that the j
elicitation process involve a meeting to disseminate ground motion information, individual elicitation of the experts and a group feedback meeting. The workshop participants also recommended that the ground motion r
inputs be aggregated to derive an aggregated ground motion distribution.
A workshop was held in August 1992 to disseminate the most recent research results for ground motion in the EUS and elicit ground motion information.
Each expert was elicited individually in interactive meetings with LLNL.
LLNL 1
used data diagnostic tools to check the ground motion inputs for consistency.
}
The ground motion elicitation resulted in estimates of ground motion (peak ground acceleration and spectral acceleration) at specific earthquake
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magnitudes and distances from a site (e.g., for magnitude 5.0 at a distance of 10 km). After the workshop there were additional discussions with the ground i
motion experts.
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LLNL combined the individual ground motion estimates into a composite ground motion model to be used as input for the hazard calculations.
The ground motion inputs were combined to form an empirical uncertainty distribution for i
median estimates of ground motion. Then an empirical conditional uncertainty
[
distribution was developed for the standard deviation of ground motion.
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Sensitivity tests showed the hazard estimates were the same if the composite of the ground motion models was used or if individual expert's ground motion models were used in the hazard analysis.
4 HAZARD ESTIMATES AND COMPARISON TO PREVIOUS RESULTS Using the updated inputs and following the Monte Carlo procedure, which was used in their previous studies, LLNL calculated PSHA estimates for all operating plant sites east of the Rocky Mountains.
A public meeting was held i
on March 9, 1993, to present the LLNL preliminary hazard results. The LLNL report describing the updated methodology (UCRL-ID-115111) is available in the NRC Public Document Room (memorandum from P. Sobel to G. Bagchi, dated October i
s 8,1993). The 1993 LLNL hazard results for the 69 sites are documented in Appendix A (peak ground acceleration estimates) and Appendix B (uniform hazard response spectra).
For the purpose of comparing these estimates to the seismic design at nuclear power plant sites, a table of safe-shutdown earthquake spectral values is documented in Appendix C.
Although the comparison of LLNL and EPRI hazard estimates was not an objective j
of this program, we find that the updated LLNL methodology reduced the LLNL hazard estimates, thus reducing the differences between the LLNL and EPRI hazard estimates.
Figures 2 and 3 show a comparison of the 1989 LLNL, 1993 LLNL and EPRI peak ground acceleration hazard estimates at two plant sites.
The largest differences between the 1993 LLNL and EPRI hazard estimates are at low seismicity sites and soil sites.
Figures 4 and 5 show a comparison of the 1989 and 1993 LLNL spectral velocity hazard estimates at two plant sites.
The 15th, 50th, and 85th percentile and mean hazard estimates were all reduced. The updating reduced the mean hazard estimate by a factor of 5 to 30 at a peak ground acceleration of 0.29 The uncertainty in the hazard estimates (e.g., the difference between the 85th and 50th percentiles) was lowered substantially (Figure 6, which is the same as Figure 5 except the y-axis is linear).
Sensitivity studies were performed to determine the effects of using the updated seismicity and ground motion inputs. Updating the seismicity inputs i
reduced the mean hazard estimates substantially (by a factor of 5) at a peak l
ground acceleration of 0.29 Updating the ground motion inputs reduced the mean hazard estimates by a factor of 1 to 10 at a peak ground acceleration of 0.29; this reduction appears to be site dependent.
Further sensitivity j
studies are planned for 1994 to allow us to better understand the effects of the updated seismicity and ground motion inputs.
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Figure 2 - Comparison of 1989 LLNL,1992 LLNL and EPRI estimates of probability of exceeding peak ground acceleration per year versus acceleration - Pilgrim site.
PROB OF EXCEED /YR 1.0E+00 1.0E-01
+
1.0E-02 1 +
+.,
s
'+- 4, "
1.0E-03
. + ~ ~ ' +
+..
+..
1.0E-04
's, e
1.0E-05 1.0E-06 l
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1.0E-07 l
0 100 200 300 400 500 600 700 800 9001000 q-ACCELERATION - CM/SEC**2
-- EPRI +LLNL - 89 + LLNL - 92
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NURE.G-1488 4
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Figure 3 - Comparison of 1989 LLNL,1992 LLNL and EPRI estimates of probability of exceeding peak ground acceleration per year versus acceleration -
Shearon Harris site.
PROB OF EXCEED /YR 1.0E+00 1.0E-01 1.0E-02 s
s s
. ~+ w 1.0E-03
\\
- a.
1.0E-04
's
'+ +-...
+....
, y
's 1.0E-05 s
1.0E-06
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a 1.0E-07 0 100 200 300 400 500 600 700 800 9001000 i
ACCELERATION - CM/SEC**2
-- EPRI + LLNL *- LLNL - 92 7
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Figure 4 - Seabrook 1,000 Year Uniform Hazard Response Spectra -
1989 versus 1993 LLNL-Hazard Estimates 4
t SV (cm/sec) 100 P
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\\
10 sa s
's
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's s n
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0.1-0.1 1
10 Frequency (Hz)
+ 1989/LLNL-15 + 1989/LLNL-50 + 1989/LLNL-85 l.
+ 1993/LLNL-15 -*-1993/LLNL-50 + 1993/LLNL-85 NUREG-1488 8
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i Figure 5 - Pilgrim.1,000 Year i
Uniform Hazard Response Spectra -
1 1989 versus 1993 LLNL Hazard Estimates
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SV (cm/sec) 100 i
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0.1 1
10 Frequency (Hz)
+1989/LLNL-15 +1989/LLNL-50 +1989/LLNL-85
+1993/LLNL-15 +1993/LLNL-50 +1993/LLNL-85 9
i Figure 6 - Pilgrim 1,000 Year Uniform Hazard Responso Spectra -
1989 versus 1993 LLNL Hazard Estimates sv (cm/sec) 30 25 -
f s 20 s
\\
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\\
4 a
15 s
\\
\\
\\
s 10 ss
, os,
s s
o' n s
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0'.1 1
10 Frequency (Hz)
+ 1989/LLNL-15 + 1989/LLNL-50 + 1989/LLNL-85
+1993/LLNL-15 + 1993/LLNL-50 -* 1993/LLNL-85 NUREG-1488 10
j 5 REFERENCES i
Electric Power Research Institute, EPRI NP-4726, November 1988, " Seismic Hazard Methodology for the Central and Eastern United States".
--, EPRI NP-6395-D, April 1989, "Probabilistic Seismic Hazard Evaluation at Nuclear Plant Sites in the Central and Eastern United States:
Resolution of the Charleston Issue".
i Lawrence Livermore National Laboratory Report, UCRL-ID-115111, October 1993,
'i
" Eastern U.S. Seismic Hazard Characterization Update, Lawrence Livermore i
National Laboratory".
i U.S. Geological Survey, Letter from James F. Devine to Robert E. Jackson, NRC, November 18, 1982.
U.S. Nuclear Regulatory Commission, NUREG 1*17, July 1990, " Draft Procedural and Submittal Guidance for the Individual
. ant Examination of External Events (IPEEE) for Severe Accident Vulnerabilities".
1
--, NUREG/CR-1582, v.1, April 1983, " Seismic Hazard Analysis, Overview and l
Executive Summary".
--, NUREG/CR-3756, April 1984, " Seismic Hazard Characterization of the Eastern United States: Methodology and Interim Results for Ten Sites".
--, NUREG/CR-4885, May 1987, " Seismic Hazard Characterization of the Eastern United States:
Comparative Evaluation of the LLNL and EPRI Studies".
--- NUREG/CR-5250, January 1989, " Seismic Hazard Characterization of 69 Nuclear Plant Sites East of the Rocky Mountains".
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11 NUREG-1488
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APPENDIX A
)
t PEAK GROUND ACCELERATION HAZARD ESTIMATES I
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i ANNUAL PROBABILITY OF EXEEDANCE l
FOR PEAK GROUND ACCELERATION l
1 l
Acceleration Percentiles (cm/sec/sec) Mean 15th 50th 85th i
ARKANSAS 50.
.1273E-02
.7820E-04
.5400E-03 2010E-02 75.
.6698E-03
.3090E-04
.2480E-03 1050E-02 l
150.
.2016E-03
.6030E-05
.5580E-04 3040E-03 250.
.7274E-04
.1420E-05
.1650E-04 1140E-03
'l 300.
.4858E-04
.7830E-06
.1040E-04 7430E-04 400.
.2442E-04
.2760E-06
.4630E-05 3640E-04 500.
.1369E-04
.1100E-06
.2260E-05
. 1990E-04 1
650.
.6568E-05
.3220E-07
.9020E-06
. 9020E-05 1
800.
.3522E-05
.1030E-07
.4210E-06 4630E-05 l
1000.
.1729E-05
.2600E-08
.1660E-06 2070E-05 BEAVER VALLEY l
50.
.8778E-03
.3970E-04
.3260E-03 1630E-02 75.
.4919E-03
.1890E-04
.1660E-03 8960E-03 l
150.
.1686E-03
.3980E-05
.4920E-04 2920E-03 250.
.7056E-04
.9650E-06
.1810E-04 1230E-03 1
300.
.5056E-04
.5780E-06
.1220E-04 8600E-04 400.
.2901E-04
.1920E-06
.6410E-05 4780E-04 i
500.
.1832E-04
.6650E-07
. 3670E-05 2970E-04 i
650.
.1027E-04
.1890E-07
.1680E-05 1600E-04 800.
.6292E-05
.5740E-08
.8400E-06 9400E-05 1000.
.3589E-05
.1330E-08
.3580E-06 5020E-05 i
BELLEFONTE l
50.
.1234E-02
.2050E-03
.7240E-03 2200E-02 l
75.
.6891E-03
.1040E-03
.3840E-03 1230E-02 i
150.
.2205E-03
.2780E-04
.1130E-03 3970E-03 250.
.7939E-04
.7830E-05
.3570E-04 1420E-03 i
300.
.5243E-04
.4500E-05
.2240E-04 9360E-04 400.
.2564E-04
.1710E-05
.9450E-05 4640E-04' 500.
.1396E-04
.7570E-06
.4510E-05 2470E-04 i
650.
.6418E-05
.2440E-06
.1780E-05 1080E-04 800.
.3304E-05
.8130E-07
.7860E-06 5440E-05 l
1000.
.1541E-05
.2290E-07
.2860E-06 2450E-05 81G ROCK POINT l
50.
.2498E-03
.1210E-04
.1120E-03 4660E-03 75.
.1472E-03
.6050E-05
.6120E-04 2750E-03 150.
.5375E-04
.1380E-05
.1970E-04 9660E-04 250.
.2307E-04
.3540E-06
.7470E-05 4090E-04 1
300.
.1661E-04
.1910E-06
.4900E-05 2900E-04
(
400.
.9553E-05
.6130E-07
.2410E-05 1640E-04 500.
.6020E-05
.1980E-07
.1300E-05 1030E-04 1
650.
.3357E-05
.4790E-08
.5510E-06 5630E-05 800.
.2043E-05
.1500E-08
.2770E-06 3310E-05 1000.
.1156E-05
.3430E-09
.1170E-06 1720E-05 A-1 NUREG-1488
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i i
a Acceleration Percentiles j
(cm/sec/sec) Mean 15th 50th 85th BRAIDWOOD 50.
.4297E-03
.2360E-04
.2270E-03
.8440E-03 75.
.2313E-03
.1180E-04
.1160E-03
.4610E-03 150.
.7032E-04
.3180E-05
.3280E-04
.1390E-03 j
250.
.2448E-04
.8470E-06
.1040E-04
.4810E-04 300.
.1595E-04
.4640E-06
.6310E-05
.3150E-04 400.
.7622E-05
.1500E-06
.2730E-05
.1460E-04.
500.
.4067E-05
.5630E-07
.1300E-05
.7750E-05 650.
.1825E-05
.1200E-07
.4790E-06
.3490E-05 800.
.9232E-06
.3310E-08
.2040E-06
.1710E-05 1000.
.4239E-06
.6130E-09
.7150E-07
.7330E-06 BROWNS FERRY 50.
.9121E-03
.1030E-03
.4620E-03
.1610E-02 i
75.
.4560E-03
.4070E-04
.1930E-03
.7950E-03 159.
.1247E-03
.7600E-05
.3910E-04
.2110E-03 l
250.
.4190E-04
.1550E-05
.1030E-04
.7090E-04 l
300.
.2724E-04
.7890E-06
.6000E-05
.4490E-04 i
400.
.1309E-04
.2270E-06
.2400E-05
.2050E-04 6
500.
.7065E-05
.7670E-07
.1040E-05
.1010E-04 650.
.3231E-05
.1810E-07
.3780E-06
.4360E-05 i
800.
.1663E-05
.4740E-08
.1570E-06
.2020E-05 1000.
.7792E-06
.8540E-09
.5350E-07
.8820E-06 BRUNSWICK i
50.
.1527E-02
.1150E-03
.6090E-03
.2660E-02 75.
.8013E-03
.5930E-04
.2990E-03
.1400E-02 150.
.2428E-03
.1430E-04
.8760E-04
.4220E-03 250.
.9380E.4230E-05
.3080E-04
.1550E-03 i
300.
.6580E-04
.2440E-05
.2070E-04
.1070E-03 400.
.3692E-04
.9800E-06
.1040E-04~
.5960E-04 i
500.
.2316E-04
.4350E-06
.5710E-05
.3520E-04 650.
.1306E-04
.1640E-06
.2770E-05
.1950E-04 i
800.
.8121E-05
.6730E-07
.1440E-05
.1170E-04 1000.
.4751E-05
.2260E-07
.6610E-06
.6720E-05 BYRON 50.
.5091E-03
.2390E-04
.1850E-03
.9990E-03 75.
.2864E-03
.1230E-04
.9950E-04
.5520E-03 150.
.9093E-04
.3190E-05
.3010E-04
.1750E-03 250.
.3227E-04
.8300E-06
.9750E-05
.6280E-04 300.
.2116E-04
.4380E-06
.6070E.4000E-04 400.
.1021E-04
.1510E-06
.2530E-05
.1910E-04 500.
.5489E-05
.4740E-07
.1230E-05
.1030E-04 1
650.
.2488E-05
.9570E-08
.4690E-06
.4390E-05 t
800.
.1269E-05
.2490E-08
.1880E-06
.2150E-05 1000.
.5885E-06
. 4540E-09
.6600E-07
.9370E-06 i
i k
i NUREG-1488 A-2 l
i
i i
Acceleration Percentiles (cm/sec/sec) Mean 15th
-50th 85th i
CALLAWAY 50.
.1083E-02
.8790E-04
.4140E-03
.1690E-02 75.
.4763E-03
.3070E-04
.1630E-03
.7500E-03 1
150.
.9878E-04
.4330E-05
.2740E-04
.1640E-03 250.
.2739E-04
.8000E-06
.6470E-05
.4160E-04 300.
.1684E-04
.3990E-06
.3740E-05
.2450E-04
[
400.
.7532E-05
.1120E-06
.1440E-05
.1010E-04 i
500.
.3900E-05
.3810E-07
.6370E-06
.4850E-05 650.
.1723E-05
.8380E-08
.2230E-06
.2020E-05 i
800.
.8721E-06
.2220E-08
.8980E-07
.9650E-06 1000.
.4048E.4440E-09
.3160E-07
.4070E-06 CALVERT CLIFFS
[
50.
.7674E-03
.6850E-04
.3090E-03
.1300E-02 75.
.4321E-03
.3100E-04
.1620E-03
.7160E-03 150.
.1459E-03
.6460E-05
.4310E-04
.2340E-03 250.
.5891E-04
.1470E-05
.1350E-04
.8490E-04 300.
.4141E-04
.8270E-06
.8380E-05
.5590E-04 400.
.2292E-04
.2720E-06
.3780E-05
.2830E-04 l
500.
.1402E-04
.1040E-06
.1900E-05
.1570E-04 l
650.
.7565E-05
.2860E-07
.7710E-06
. 7510E-05 I
800.
.4498E-05
.9010E-08
.3370E-06
.4000E-05 l
1000.
.2490E-05
.2220E-08
.1290E-06
.1900E-05 l
CATAWBA 50.
.1199E-02
.1490E-03
.6110E-03
.2130E-02 75.
.6295E-03
.7050E-04
.3050E-03
.1140E-02 150.
.1840E-03
.1740E-04
.7770E-04
.3280E-03 250.
.6334E-04
.5030E-05
.2360E-04
.1120E-03 300.
.4130E-04
.3020E-05
.1470E-04
.7220E-04 400.
.1987E-04
.1160E-05
.6220E-05
.3430E-04 I
500.
.1072E-04
.4610E-06
.2960E-05
.1760E-04 650.
.4910E-05
.1350E-06
.1110E-05
.7900E-05 800.
.2546E-05
.4580E-07
.4780E-06
.3720E-05 1000.
.1215E-05
.1250E-07
.1720E-06
.1580E-05 CLINTON 50.
.1547E-02
.4560E-04
.4650E-03
.2940E-02 75.
.8083E-03
.1710E-04
.1910E-03
.1520E-02 150.
.2457E-03
.2700E-05
.3930E-04
.4100E-03 250.
.9422E-04
.5150E-06
.1150E-04
.1290E-03 300.
.6543E-04
.2660E-06
.7210E-05
.8450E-04 400.
.3573E-04
.8260E-07
.3080E-05
.4120E-04 500.
.2171E-04
.3000E-07
.1540E-05
.2270E-04 j
650.
.1165E-04
.7090E-08
.6230E-06
.1110E-04 800.
.6894E-05
.1830E-08
.2750E-06
. 5810E-05 i
1000.
.3794E-05
.3590E-09
.1050E-06
.2700E-05 j
A-3 NUREG-1488 i
i i
t P
,~
-.~..
i 1
Acceleration Percentiles (cm/sec/sec) Mean 15th 50th 85th COMANCHE PEAK 50.
.1407E-03
.1820E-04
.7510E-04
.2350E-03
-i 75.
.6785E-04
.8100E-05
.3610E-04
.1210E-03 150.
.1877E-04
.1780E-05
.9380E-05
.3440E-04 250.
.6417E-05
.4240E-06
.2780E-05
.1160E-04 300.
.4188E-05
.2310E-06
.1660E-05
.7560E-05 400.
.2023E-05
.8210E-07
.6690E-06
.3540E-05 500.
.1097 E-05
.2910E-07
.2970E-06
.1860E-05 i
650.
.5077E-06
.7330E-08
.9830E-07
.7850E-06 800.
.2659E-06
.2250E-08
.4080E-07
.3750E-06 1000.
.1283E-06
.5270E-09
.1430E-07
.1650E-06' COOK j
50.
.5010E-03
.2260E-04
.2010E-03
.8760E-03 75.
.2729E-03
.1010E-04
.1050E-03
.4700E-03 150.
.8900E-04
.2330E-05
.2930E-04
.1510E-03 250. ~.3578E-04
.5510E-06
.1050E-04
.5910E-04 i
300.
.2528E-04
.3240E-06
.6660E-05
.4200E-04 400.
.1421E-04
.1160E-06
.3130E-05
.2360E-04 500.
.8843 E-05
.4470E-07
.1690E-05
.1450E-04 650.
.4890E-05
.1470E-07
.7450E-06
.7910E-05 800.
.2969E-05
.4720E-08
.3660E-06
.4710E-05 1000.
.1681E-05
.1120E-08
.1550E-06
.2470E-05 COOPER i
50.
.1155E-02
.6630E-04
.4240E-03
.1860E-02 75.
.7283E-03
.3510E-04
.2460E-03
.1190E-02 150.
.2924E-03
.9310E-05
.8200E-04
.4640E-03 l
250.
.1335E-03
.2930E-05
.3170E-04
.2020E-03
[
300.
.9828E-04
.1800E-05
.2100E-04
.1470E-03 400.
.5867E-04
.8020E-06
.1100E-04
.8150E-04 s
500.
.3813 E- 04
.3350E-06
.6020E-05
.5170E-04 650.
.2211E-04
.1130E-06
.2820E-05
.2700E-04 800.
.1392E-04
.4510E-07
.1380E-05
.1630E-04 1000.
.8187E-05
.1300E-07
.6140E-06
.8830E-05 CRYSTAL RIVER 50.
.1482E-03
.3400E-05
.5190E-04
.2740E-03 75.
.8403E-04
.1760E-05
.2780E-04
.1520E-03 l
150.
.2765E-04
.4950E-06
.8150E-05
.4690E-04 l'
250.
.3039E-04
.1370E-06
.2260E-05
.1680E-04 300.
.7035E-05
.7610E-07
.1360E-05
.1100E-04 i'
400.
.3625E-05
.2350E-07
.5660E-06
.5450E-05 500.
.2083E-05
.8820E-08
.2510E-06
.2990E-05 650.
.3039E-05
.2060E-08
.9030E-07
.3360E-05 800.
.5796E-06
.5890E-09
.3590E-07
.6930E-06 1000.
.2992E-06
.1350E-09
.1250E-07
.3110E-06 NUREG-1488 A-4 i
i Acceleration Percentiles (cm/sec/sec) Mean 15th 50th 85th DAVIS BESSE 50.
1070E-02 2660E-04
.2720E-03
.1690E-02 75.
5745E-03 1090E-04
.1380E-03
.9450E-03 150.
1631E-03 2250E-05
.3670E-04
.2910E-03 250.
5326E-04 5860E-06
.1140E-04
.9910E-04
.l 300.
3413E-04 3210E-06
.7100E-05
.6180E-04 i
400.
1604E-04 1060E-06
.3130E-05
.2880E-04 500.
8537E-05 3790E-07
.1510E-05
.1570E-04 650.
3868E-05 8680E-08
.5740E-06
.6970E-05 800.
1990E-05 2910E-08
.2540E-06
.3510E-05 1000.
9390E-06
.7230E-09
.9050E-07
.1580E-05 DRESDEN 50.
4576E-03 2270E-04
.2280E-03
.8950E-03
-i 75.
2539E-03
. ll80E-04
.1210E-03
.5020E-03 150.
8120E-04 3150E-05
.3540E-04
.1570E-03 250.
2927E-04 8480E-06
.1120E-04
.5730E-04 300.
1929E-04
.4570E-06
.6980E-05
.3870E-04 400.
9355E-05 1490E-06
.3010E-05
.1840E-04 l
500.
5034E-05 5550E-07
.1460E-05
.9800E-05 i
650.
2272E-05 1240E-07
.5390E-06
.4480E-05 800.
ll50E-05 3290E-08
.2240E-06
.2240E-05 1000.
5266E-06 5690E-09
.8130E-07
.9730E-06
-i DUANE ARNOLD 50.
1548E-03 1090E-04
.8360E-04
.2640E-03 l
75.
8105E-04 5260E-05
.4370E-04
.1370E-03 150.
2378E-04 1340E-05
.1210E-04
.3870E-04 250.
8208E-05 3880E-06
.3660E-05
.1350E-04 300.
5359E-05 2040E-06
.2270E-05
.8740E-05 400.
2584E-05 6820E-07
.9130E-06
.4160E-05 500.
1397E-05 2120E-07
.4280E-06
.2170E-05 650.
.6421E-06 4500E-08
.1540E-06
.9380E-06 800.
3338E-06 1060E-08
.6330E.4740E-06 1000.
1594E-06 1530E-09
.2120E-07
.2180E-06 FARLEY l
j 50.
. 1995E-03 1400E-04
.8980E-04
.3720E-03 L
75.
1092E-03 6840E-05
.4540E-04
.1940E-03 t
150.
3463E-04 1670E-05
.1280E-04
.6300E-04 250.
1268E-04 3980E-06
.4150E-05
.2290E.
300.
.8459E-05 2110E-06
.2620E-05
.1500E-04 400.
.4230E-05 7580E-07
.1150E-05
.7570E-05 500.
2357E-05 2640E-07
.5460E-06
.4170E-05 650.
ll24E-05 6960E-08
.2010E-06
.2030E-05 800.
6009E-06 2190E-08
.8560E-07
.9920E-06 1000.
2947E-06 5490E-09
.3090E-07
.4630E-06 l
f A-5 NUREG-1488 "e
n v
w
Acceleration Percentiles (cm/sec/sec) Mean 15th 50th 85th FERMI 50.
.6010E-03
.1450E-04
.1940E-03
.1060E-02 75.
.2980E-03
.6900E-05
.9440E-04
.5210E-03 150.
.7740E-04
.1570E-05
.2470E-04
.1360E-03 250.
.2493E-04
.3620E-06
.7490E-05
.4320E-04 300.
.1603E-04
.1840E-06
.4340E-05
.2710E-04 400.
.7622E-05
.5320E-07
.1810E-05
.1280E-04 500.
.4108E-05
.1880E-07
.8320E-06
.6670E-05 650.
.1894E-05
.4640E-08
.2940E-06
.2900E-05 800.
.9902E-06
.1220E-08
.1330E-06
.1480E-05 1000.
.4769E-06
.2140E-09
.4810E-07
.6620E-06 FITZPATRICK 50.
.7335E-03
.6910E-04
.2730E-03
.1110E-02 75.
.3537E-03
.2730E-04
.1220E-03
.5180E-03 150.
.8831E-04
.4970E-05
.2580E-04
.1260E-03 250.
.2764E-04
.1070E-05
.6920E-05
.3650E-04 300.
.1761E-04
.5380E-06
.4130E-05
.2210E-04 400.
.8284E-05
.1700E-06
.1700E-05
.9890E-05 500.
.4444E-05
.5620E-07
.7970E-06
.4910E 650.
.2048E-05
.1250E-07
.2900E-06
.2140E-05 800.
.1075E-05
.3420E-08
.1200E-06
.1060E-05 1000.
.5206E-06
.6400E-09
.4100E-07
.4310E-06 FT CALHOUN 50.
.8778E-03
.3880E-04
.2610E-03
.1200E-02 75.
.5580E-03
.1810E-04
.1450E-03
.7300E-03 150.
.2306E-03
.4250E-05
.4670E-04
.2760E-03 250.
.1080E-03
.1120E-05
.1730E-04
.1210E-03 300.
.8024E-04
.6490E-06
.1180E-04
.8880E-04 400.
.4854E-04
.2360E-06
.6150E-05
.5080E-04 500.
.3187E-04
.8760E-07
.3420E-05
.3180E-04 650.
.1870E-04
.2610E-07 1560E-05
.1700E-04 800.
.1187E-04
.8110E-08
.7530E-06
.1000E-04 1000.
.7043E-05
.2170E-08
.3310E-06
.5340E-05 GINNA 50.
.8483E-03
.4170E-04
.2820E-03
.1260E-02 75.
.4657E-03
.2050E-04
.1380E-03
.6470E-03 150.
.1457E-03
.4470E-05
.3470E-04
.1790E-03 250.
.5283E-04
.1050E-05
.1020E-04
.5840E-04 300.
.3516E-04 5500E-06
.6200E-05
.3610E-04 400.
.1742E-04
.1740E-06
.2710E-05
.1650E-04 500.
.9558E-05
.6220E-07
.1290E-05
.8800E-05 650.
.4403E-05
.1520E-07
.4960E-06
.3780E-05 800.
.2255E-05
.3570E-08
.1990E-06
.1820E-05 1000.
.1041E-05
.7590E-09
.7450E-07
.7930E-06 NUREG-1488 A-6
~
l Acceleration Percentiles 1
(cm/sec/sec) Mean 15th 50th 85th GRAND GULF 50.
.3306E-03
.1420E-04
.9010E-04
.4490E-03 4
75.
.1765E-03
.6650E-05
.4430E-04
.2330E-03 i
150.
.5513E-04
.1240E-05
.1150E-04L
.6720E-04 d
250.
.2103E-04
.2470E-06
.3590E-05
.2300E-04 300.
.1448E-04
.1300E-06
.2130E-05
.1510E-04 400.
.7745E-05
.3920E-07
.9110E-06
.7770E-05 500.
.4613E-05
.1200E-07
.4050E-06
.4410E-05
'l 650.
.2409E-05
.2990E-08
.1440E-06
.2020E-05 800.
.1395E-05
.8250E-09
.5840E.9850E-06 1000.
.7485E-06
.1660E-09
.2090E-07
.4690E-06 HADDAM NECK 50.
.1114 E-02
.1380E-03
.5170E-03
.2010E-02 75.
.6349E-03
.6520E-04
.2690E-03
.1130E-02 l
150.
.2085E-03
.1740E-04
.7630E-04
.3760E-03 250.
.7697E-04
.4760E-05
.2490E-04
.1350E-03 300.
.5146E-04
.2760E-05
.1550E-04
.8830E-04 400.
.2577E-04
.1000E-05
.6880E-05
.4340E-04 500.
.1435E-04
.4020E-06
.3340E-05
.2350E-04 650.
.6817E-05
.1210E-06
.1360E-05
.1080E-04 800.
.3624E-05
.4020E-07
.6080E-06
.5750E-05 1000.
.1762E-05
.1120E-07
.2330E-06
.2470E-05 i
HATCH 50.
.6133E-03
.3400E-04
.2230E-03
.1120E-02 75.
.3186E-03
.1460E-04
.1030E-03
.5460E-03 150.
.9661E-04
.2550E-05
.2500E-04
.1580E-03 250.
.3713E-04
.5390E-06
.7590E-05
.5650E-04 300.
.2583E-04
.2700E-06
.4600E-05
.3740E-04 400.
.1416E-04
.9050E-07
.2020E-05
.1860E-04 500.
.8644E-05
.3360E-07
.9610E-06
.1070E-04 650.
.4680E-05
.9150E-08
.3660E-06
.5310E-05 800.
.2801E-05
.2630E-08
.1600E-06
.2890E-05 1000.
.1567E-05
.5880E-09
.6020E-07
.1420E-05 HOPE CREEK 50.
.9721E-03
.9990E-04
.3990E-03
.1680E-02 75.
.5512E-03
.4420E-04
.2060E-03
.9370E-03 150.
.1836E-03
.8760E-05
.5530E-04
.3030E-03 250.
.7227E-04
.1900E-05
.1780E-04
.1110E-03 300.
.5028E-04
.9970E-06
.1090E-04
.7550E-04 400.
.2735E-04
.3100E-06 4790E-05
.3810E-04 500.
.1651E-04
.1070E-06
.2350E-05
.2190E-04 650.
.8770E-05
.2890E-Oi
.9040E-06
.1050E-04 800.
.5156E-05
.8920E-08
.3870E-06
.5570E-05 1000.
.2826E-05
.2240E-08
.1450E-06
.2750E-05 1
A-7 NUREG-1488 i
Acceleration Percentiles (cm/sec/sec) Mean 15th 50th 85th INDIAN POINT 50.
.1152E-02
.2320E-03
.7650E-03
.2170E-02 75.
.6552E-03
.1200E-03
.4170E-03
.1210E-02 150.
.2123E-03
.2930E-04
.1200E-03
.4000E-03 250.
.7736E-04
.8200E-05
.3630E-04
.1470E-03 300.
.5148E-04
.4850E-05
.2260E-04
.9720E-04 400.
.2562E-04
.1810E-05
.9670E-05
.4910E-04 500.
.1421E-04
.7340E-06
.4770E-05
.2640E-04 650.
.6738E-05
.2220E-06
.1970E-05
.1210E-04.
800.
.3583E-05
.7780E-07
.8750E-06
.6090E-05 1000.
.1749E-05
.2230E-07
.3330E-06
.2970E-05 KEWAUNEE 50.
.3040E-03
.3660E-04
.1520E-03
.5400E-03 75.
.1777E-03
.1860E-04
.8570E-04
.3140E-03 150.
.6422E-04
.5010E-05
.2800E-04
.1180E-03 250.
.2748E-04
.1400E-05
.1050E-04
.5200E-04 300.
.1979E-04
.8090E-06
.6940E-05
.3700E-04 400.
.1141E-04
.3150E-06
.3580E-05
.2160E-04 500.
7212E-05
.1360E-06
.1990E-05
.1320E-04 650.
.4043E-05
.4040E-07
.8950E-06
.7030E-05 800.
.2474E-05
.1520E-07
.4440E-06
.4230E-05 1000.
.1409E-05
.4800E-08
.1950E-06
.2300E-05' LACROSSE 50.
.3158E-03
.1960E-04
.1570E-03
.5860E-03 75.
.1874E-03
.9790E-05
.8500E-04
.3370E 150.
.6996E-04
.2420E-05
.2670E-04
.1200E-03 250.
.3074E-04
.6450E-06
.1000E-04
.5090E-04 300.
.2236E-04
.3810E-06
.6580E-05
.3700E-04 400.
.1311E-04
.1580E-06
.3290E-05
.2110E-04 500.
.8421E-05
.5910E-07
.1840E-05
.1340E-04 650.
.4821E-05
.1540E-07
.8130E-06
.7390E-05 800.
.3007E-05
.5150E-08
.3980E-06
.4270E-05 1000.
.1750E-05
.1170E-08
.1740E-06
.2430E-05 LASALLE 50.
.8251E-03
.3520E-04
.3410E-03
.1660E-02 75.
.4633E-03
.1610E-04
.1780E-03
.9260E-03 150.
.1616E-03
.4290E-05
.5200E-04
.3230E-03 250.
.6797E-04
.1030E-05
.1800E-04
.1290E-03 300.
.4859E-04
.5590E-06
.1180E-04
.8890E-04 400.
.2765E-04
.2100E-06
.5770E-05
.4820E-04 500.
.1728E-04
.8860E-07
.3170E-05
.2900E-04 650.
.9548E-05
.2190E-07
.1430E-05
.1470E-04 800.
.5773E-05
.5750E-08
.6880E-06
.8460E-05 1000.
.3244E-05
.1200E-08
.2860E-06
.4380E-05 NUREG-1488 A-8 l
1
P Acceleration Percentiles (cm/sec/sec) Mean 15th 50th 85th LIMERICK 50.
.1222E-02
.!330E-03
.7040E-03
.2210E-02 75.
.6993E-03
.1030E-03
.3830E-03
.1260E-02 i
150.
.2286E-03
.2870E-04
.1150E-03
.4020E-03 250.
.8353E-04
.8790E-05
.3850E-04
.1430E-03 300.
.5554E-04
.5380E-05
.2430E-04
.9510E-04 400.
.2751E-04
.2170E-05
.1100E-04
.4680E-04 500.
.1516E-04
.9360E-06
.5520E-05
.2590E-04 650.
.7100E-05
.3020E-06
.2180E-05
.1200E-04 l
800.
.3727E-05
.1170E-06
.9770E-06
.6000E-05 1000.
.1787E-05
.3330E-07
.3990E-06
.2840E-05 i
MAINE YANKEE 50.
.1328E-02
.1490E-03
.7040E-03
.2290E-02 75.
.7214E-03
.7430E-04
.3480E-03
.1270E-02 150.
.2230E-03
.1730E-04
.9750E-04
.4000E-03 250.
.8094E-04
.4910E-05
.3220E-04
.1470E-03 i
300.
.5414E-04
.2950E-05
.2010E-04
.9550E-04 i
400.
.2733E-04
.1150E-05
.9120E-05
.4770E-04 500.
.1540E-04
.4780E-06
.4620E-05
.2670E-04 650.
.7462E-05
.1650E-06
.1910E-05
.1240E-04 t
800.
.4047E-05
.5900E-07
.8840E-06
.6440E-05 1000.
.2019E-05
.1670E-07
.3580E-06
.3110E-05 MCGUIRE 50.
.1084E-02
.1530E-03
.6310E-03
.1960E-02 75.
.5582E-03
.6890E-04
.3020E-03
.1010E-02 l
150.
.1568E-03
.1660E-04
.7690E-04
.2770E-03 250.
.5192E-04
.4580E-05
.2270E-04
.8970E l 300.
.3329E-04
.2730E-05
.1390E-04
.5560E-04 400.
.1553E-04
.1040E-05
.5820E-05
.2540E-04 i
500.
.8136E-05
.4160E-06
.2680E-05
.1310E-04 l
650.
.3580E-05
.ll80E-06
.1010E-05
.5400E-05 800.
.1785E-05
.3780E-07
.4240E-06
.2590E-05 l
1000.
.8089E-06
.9620E-08
.1590E-06
.1110E-05 MILLSTONE 50.
.9965E-03
.1180E-03
.4890E-03
.1720E-02 75.
.5635E-03
.6000E-04
.2590E-03
.9750E-03 150.
.1823E-03
.1500E-04
.7570E.3130E-03 250.
.6635E-04
.4360E-05
.2500E-04
.1160E-03 300.
.4410E-04
.2540E-05
.1560E-04 7580E-04 400.
.2189E-04
.1000E-05
.6700E-05
.3790E-04 l
500.
.1211E-04
.4050E-06
.3350E-05
.2040E-04
~
650.
.5713E-05
.1290E-06
.1350E-05
.9180E-05 800.
.3025E-05
.4440E-07
.6070E-06
.4650E-05 1000.
.1469E-05
.1220E-07
.2430E-06
.2180E-05 A-9 NUREG-1488 i
1 i
?
-t Acceleration Percentiles (cm/sec/sec)
Mean 15th 50th 85th j
MONTICELLO l
50.
.3562E-03
.4240E-04
.1950E-03
.6490E-03
.j 75.
.2131E-03
.2260E-04
.1090E-03
.3880E-03
-i 150.
.7981E-04
.6680E-05
.3530E-04
.1430E-03 250.
.3511E-04
.2260E-05
.1400E-04
.6290E-04 300.
.2556E-04
.1470E-05
.9740E-05
.4550E-04 400.
.1500E-04
.6500E-06
.5250E-05
.2610E-04 500.
.9622E-05
.2940E-06
.2990E-05
.1690E-04 650.
.5493E-05
.1020E-06
.1410E-05
.9460E-05 800.
.3411E-05
.4250E-07
.7350E-06
.5750E-05 i
1000.
.1976E-05
.1320E-07
.3300E-06
.3160E-05 l
NINE MILE POINT 50.
.7302E-03
.6970E-04
.2710E-03
.1100E-02 f
75.
.3525E-03
.2650E-04
.1210E-03
.5130E-03 s
150.
.8831E-04
.4850E-05
.2510E-04
.1250E-03 250.
.2772E-04
.1040E-05
.6730E-05
.3670E-04 i
300.
.1769E-04
.5250E-06
.4070E-05
.2220E-04 400.
.8339E-05
.1670E-06
.1690E-05
.9780E-05 500.
.4483E-05
.5490E-07
.7820E-06
.4970E-05 650.
.2073E-05
.1210E-07
.2830E-06
.2120E 800.
.10902-05
.3360E-08
.1160E-06
.1030E-05 1000.
.5298E-06
.6230E-09
.4080E-07
.4400E-06 NORTH ANNA 50.
.1153E-02
.2190E-03
.6500E-03
.1960E-02 75.
.6606E-03
.1150E-03
.3510E-03
.1120E-02 150.
.2139E-03
.3260E-04
.1070E-03
.3540E-03 250.
.7505E-04
.9410E-05
.3320E-04
.1260E-03 300.
.4871E-04
.5520E-05
.2070E-04
.8430E-04 400.
.2301E-04
.1940E-05
.8770E-05
.3960E-04 500.
.1213E-04
.7720E-06
.4230E-05
.2110E-04 650.
.5362E-05
.2490E-06
.1620E-05
.9120E-05 800.
.2675E-05
.8400E-07.
.7200E-06
.4360E-05' l
1000.
.1209E-05
.2190E-07
.2780E-06
.1890E-05 GCONEE 50.
.1280E-02
.1780E-03
.7630E-03
.2310E-02 i
75.
.6937E-03
.8640E-04
.3860E-03
.1260E-02 150.
.2104E-03
.1960E-04
.1050E-03
.3890E-03 250.
.7353E-04
.5040E-05
.3080E-04
.1350E-03 300.
.4815E-04
.3050E-05
.1900E-04
.8960E-04 i
400.
.2328E-04
.1100E-05
.7700E-05
.4240E-04 500.
.1257E-04
.4340E-06 3600E-05
.2230E-04 650.
.5725E-05
.1240E-06
.1250E-05
.9710E-05 800.
.2930E-05
.4530E-07
.5390E-06
.4710E-05 1000.
.1360E-05
.1250E-07
.2050E-06
.2010E-05 i
NUREG-1488 A-10 4
l
+
Acceleration Percentiles fcm/sec/sec) Mean 15th 50th 85th biSTER CREEK 50.
.8528E-03
.8790E-04
.3520E-03
.1500E-02 75.
.4839E-03
.4070E-04
.1720E-03
.8100E-03 l
150.
.1626E-03
.8650E-05
.4700E-34
.2570E-03 250.
.6463E-04
.1960E-05
.1540E-04
.1030E-03 I
300.
.4510E-04
.1050E-05
.9580E-05
.7000E-04 400.
.2461E-04
.3580E-06
.4230E-05
.3680E-04 l
500.
.1486E-04
.1340E-06
.2040E-05
.2040E-04
-[
650.
.7875E-05
.3690E-07
.7960E-06
.1050E-04'
'i 800.
.4606E-05
.1160E-07
.3330E-06
.5840E-05 i
1000.
.2499E-05
.2860E-08
.1280E-06
.2860E-05 PALISADES 50.
.3924E-03
.1710E-04
.1620E-03
.7250E-03 75.
.2109E-03
.7570E-05
.7900E-04
.3870E-03 150.
.6870E-04'
.1690E-05
.2310E-04
.1240E-03 250.
.2824E-04
.4120E-06
.8220E-05
.5090E-04 300.
.2019E-04
.2350E-06
.5480E-05
.3720E-04 400.
.1159E-04
.7910E-07
.2650E-05
.2080E-04 500.
.7331E-05
.3260E-07
.1460E-65
.1300E-04 650.
.4129E-05
.8430E-08
.6600E-~#
.7180E-05 800.
.2540E-05
.2610E-08
.3230E-uG
.4170E-05 1000.
.1455E-05
.6750E-09
.1420E-06
.2140E-05 PEACH BOTTOM 50.
.1058E-02
.1840E-03
.6240E-03
.1920E-02 75.
.6043E-03
.9690E-04
.3470E-03
.1110E-02 i
150.
.1982E-03
.2800E-04
.1070E-03
.3720E-03 250.
.7229E-04
.8340E-05
.3640E-04
.1340E-03 300.
.4793E-04
.4900E-05
.2300E-04
.8950E-04 400.
.2357E-04
.1950E-05
.1030E-04
.4560E-04 500.
.1288E-04
.8350E-06
.5050E-05
-.2470E-04 650.
.5953E-05
.2690E-06
.2000E-05
.1130E-04 800.
.3085E-05
.9510E-07
.8960E-06
.5860E-05 i
1000.
.1454E-05
.2700E-07
.3620E-06
.2720E-05 l
PERRY I
50.
.4477E-03
.2020E-04
.1750E-03
.7840E-03 75.
.2466E-03
.9540E-05
.9120E-04
.4260E-03 150.
.7663E-04
.2010E-05
.2580E-04
.3350E-03 l
250.
.2710E-04
.4700E-06
.8420E-05
.4680E-04 l
300.
.1780E-04
.2450E-06
.5270E-05
.3010E-04
?
400.
.8628E-05
.8230E-07
.2270E-05
.1410E-04 500.
.4671E-05
.3070E-07
.1060E-05
.7190E-05 650.
.2142E-05
.7080E-08
.3820E-06
.3240E-05 1
800.
.1107E-05
.1750E-08
.1690E-06
.1630E-05 1000.
.5224E-06
.3510E-09
.6280E-07
.7070E-06 i
i A-ll NUREG-1488 i
i
^
ll i
Acceleration Percentiles i
(cm/sec/sec) Mean 15th 50th 85th t
' PILGRIM 50.
.2814E-02
.2400E-03
.1090E-02
.4520E-02 i
75.
.1777E-02
.1210E-03
.6110E-03
.2820E-02 150.
.7154E-03
.3260E-04
.1990E-03
.1060E-02 l
4 250.
.3272E-03
.9780E-05
.7750E-04
.4510E-03 300.
.2410E-03
.6530E-05
.5320E-04
.3320E-03 400.
.1441E-03
.2830E-05.
.2800E-04
.2000E-03 500.
.9379E-04
.1310E-05
.1680E-04
.1250E-03 650.
.5446E-04
.4650E-06
.7930E-05
.6980E-04 800.
.3430E-04
.1760E-06
.4150E-05
.4250E-04 1000.
.2016E-04
.5780E-07
.1970E-05
.2330E-04 POINT BEACH 50.
.3125E-03
.3930E-04
.1590E-03
.5760E-03 75.
.1825E-03
.1950E-04
.8960E-04
.3460E-03 150.
.6573E-04
.5340E-05
.2970E-04
.1230E-03 250.
.2804E-04.
.1570E-05
.1120E-04
.5260E-04 l
300.
.2017E-04
.9320E-06
.7560E-05
.3730E-04 j
400.
.1160E-04
.3500E-06
.3900E-05
.2140E-04 1
500.
.7319E-05
.1480E-06
.2180E-05
.1320E-04 l
650.
.4089E-05
.5460E-07
.9900E-06
.7010E-05 800.
.2493E-05
.2070E-07
.4950E-06
.4210E-05 1000.
.1414E-05
.5750E-08
.2270E-06
.2280E-05 l
PRAIRIE ISLAND 50.
.3154E-03
.3220E-04
.1680E-03
.5650E-03 75.
.1907E-03
.1690E-04
.9510E-04
.3350E-03 150.
.7272E-04
.5370E-05
.3140E-04
.1240E-03 250.
.3233E-04
.1710E-05
.1210E-04
.5240E-04 300.
.2361E-04
.1050E-05
.8180E-05
.3790E-04 400.
.1394E-04
.4680E-06
.4240E-05
.2210E 04 500.
.8998E-05
.2210E-06
.2410E-05
.1440E-04 650.
5185E-05
.7680E-07
.1130E-05
.7970E-05 800.
.3251E-05
.3160E-07
.5770E-06
.4850E-05 l
1000.
.1905E- 05
.1090E-07
.2370E-06
.2690E-05 QUAD CITIES 50.
.3658E-3
.1310E-03
.6470E-03 f
75.
.194E 03
.8030E-05
.6530E-04
.3520E-03 i
150.
.5727 T4
.1580E-05
.1650E-04
.9640E-04
.3720E-06
.5020E-05
.3200E-04 250.
.1965L 300.
.1280E-04
.2080E-06
.3070E-05
.2010E-04 1
400.
.6139E-05
.6140E-07
.1270E-05
.9190E-05 i
500.
.3295E-05
.2230E-07
.6030E-06
.4860E-05 650.
.1492E-05
.5040E-08
.2210E-06
.2100E-05 l
800.
.7603E-06
.1170E-08
.9020E-07
.1030E-05 l
1000.
.3519E-06
.2190E-09
.3180E-07
.4590E-06 l
t NUREG-1488 A-12 1
l ]
l Acceleration Percentiles (cm/sec/sec)
Mean 15th 50th 85th RIVER BEND 50.
.1965E-03
.8920E-05
.7020E-04
.3520E-03 i
75.
.1072E-03
.3710E-05
.3530E-04
.1800E-03 150.
.3426E-04
.6390E-06
.9070E-05
.5270E-04 250.
.1322E-04
.1180E-06
.2760E-05
.1880E-04 i
300.
.9138E-05
.5970E-07
.1600E-05
.1260E-04 l
400.
.4913E-05
.1630E-07
.6380E-06
.6220E-05 500.
.2932E-05
.4810E-08
.3120E-06
.3550E-05 650.
.1531E-05
.9480E-09
.1140E-06
.1690E-05 800.
.8842E-06
.2470E-09
.4620E-07
.8820E-06 1000.
.4737E-06
.5170E-10
.1610E-07
.4020E-06 l
ROBINSON 50.
.2717E-02
.1620E-03
.7960E-03
.4430E-02 75.
.1565E-02
.7160E-04
.3910E-03
.2320E-02 150.
.5469E-03
.1430E-04
.1030E-03
.6680E-03 250.
.2256E-03
.3070E-05
.3140E-04
.2530E-03 300.
.1600E-03
.1690E-05
.1940E-04
.1740E-03 400.
.8990E-04
.5390E-06
.8330E-05
.8450E-04 500.
.5574E-04
.2040E-06
.4030E-05
.4900E-04 650.
.3062E-04
.5740E-?/
.1630E-05
.2390E-04 800.
.1849E-04
.1930E-07
.7410E-06
.1250E-04 1000.
.1043E-04
.5440E-08
.3020E-06
.6210E-05 l
SALEM 50.
.9589E-03
.9740E-04
.3990E-03
.1660E-02 75.
.5429E-03
.4370E-04
.2060E-03
.9160E-03 i
150.
.1805E-03
.8690E-05
.5470E-04
.2920E-03 250.
.7102E-04
.1840E-05
.1730E-04
.1080E-03 300.
.4940E-04
.9820E-06
.1090E-04
.7320E-04 400.
.2686E-04
.2990E-06
.4810E-05
.3670E-04 500.
.1620E-04
.1050E-06
.2340E-05
.2110E-04 650.
.8599E-05
.2800E-07
.9110E-06
.1010E-04 800.
.5051E-05
.8890E-08
.4060E-06
.5660E-05 i
1000.
.2764E-05
.2220E-08
.1540E-06
.2750E-05 SEABROOK 50.
.2339E-02
.2160E-03
.1080E-02
.4070E-02 75.
.1372E-02
.1130E-03
.5930E-03
.2460E-02 150.
.4617E-03
.3110E-04
.1820E-03
.8140E-03 J
250.
.1714E-03
.9240E-05
.5820E-04
.2930E '300.
.1147E-03
.5240E-05
.3590E-04
.1920E-03 400.
.5739E-04
.2050E-05
.1570E-04
.9440E-04 500.
.3188E-04
.9130E-06
.7980E-05
.5150E-04 650.
.1504E-04
.3080E-06
.3320E-05 2370E-04 800.
.7923E-05
.1110E-06
.1530E-05
.1230E-04 j
1000.
.3797E-05
.3280E-07
.5780E-06
.5480E-05 1
A-13 NUREG-1488
k B
Acceleration Percentiles (cm/sec/sec) Mean
-15th 50th 85th SEQUOYAH c
50.
.1330E-02
.2440E-03
.8300E-03
.2350E-02 i
75.
.7541E-03
.1250E-03
.4480E-03
.1330E-02 150.
.2436E-03
.3320E-04
.1370E-03
.4300E-03 l
250.
.8798E-04
.9430E-05
.4430E-04
.1580E-03 l
300.
.5817E-04
.5470E-05
.2760E-04
.1060E-03 400.
.2849E-04
.2150E-05
.1210E-04
.5180E-04 500.
.1552E-04
.9320E-06
.6000E-05
.2770E-04 650.
.7139E-05
.3000E-06
.2350E-05
.1290E-04 800.
.3676E-05
.1080E-06
.1000E-05
.6310E-05 1000.
.1715E-05
.3110E-07
.3760E-06
.2860E-05 SHEARON HARRIS 50.
.5845E-03
.9410E-04
.3740E-03
.1090E-02 75.
.3062E-03
.4090E-04
.1840E-03
.5620E-03 150.
.9052E-04
.9050E-05
.4970E-04
.1710E-03 i
250.
.3077E-04
.2210E-05
.1480E-04
.5700E-04 300.
.1980E-04
.1260E-05
.9140E-05
.3620E-04 400.
.9224E-05
.4750E-06
.3900E-05
.1680E-04 500.
.4806E-05
.1890E-06
.1880E-05
.8630E-05 650.
.2091E-05
.4980E-07
.7280E-06
.3600E-05 800.
.1030E-05
.1620E-07
.3010E-06
.1730E-05 1000.
.4597E-06
.4490E-08
.1060E-06
.7880E-06 SHOREHAM 50.
.1217E-02
.1160E-03
.5090E-03
.2170E-02 75.
.7314E-03
.5640E-04
.2660E-03
.1260E-02 i
150.
.2711E-03
.1260E-04
.7470E-04
.4230E-03 i
250.
.1158E-03
.2960E-05
.2470E-04
.1700E-03 300.
.8293E-04
.1630E-05
.1540E-04
.1170E-03 400.
.4722E-04
.5540E-06
.6990E-05
.5990E-04 500.
.2947E-04
.2290E-06
.3580E-05
.3550E-04 650.
.1623E-04
.6750E-07
.1490E-05
.1810E-04 1
800.
.9777E-05
.2450E-07
.6800E-06
. 9540E-05 1000.
.5474E-05
.6350E-08
.2680E-06
.4730E-05 i
SOUTH TEXAS 50.
.1628E-03
.2830E-05
.5400E-04
.3170E-03 75.
.9408E-04
.1390E-05
.2790E-04
.1860E-03 150.
.3256E-04
.3120E-06
.7340E-05
.6200E-04 250.
.1312E-04
.6480E-07
.2250E-05
.2350E-04 300.
.9179E-05'
.3140E-07
.1390E-05
.1620E-04 400.
.5024E-05
.8830E-08
.5360E-06
.8130E-05 500.
.3038E-05
.2630E-08
.2410E-06 4530E-05 650.
.1613E-05.
.5140E-09
.8540E-07
.2100E-05 800.
.9453E-06
.1070E-09
.3310E-07
.1120E-05 l
1000.
.5144E-06
.1860E-10
.1170E-07
.5100E-06 NUREG-1488 A-14 f
i r
1 i
i Acceleration Percentiles (cm/sec/sec) Mean 15th 50th-85th ST. LUCIE 50.
.1470E-03
.2720E-05
.5210E-04
.2750E-03 75.
.8565E-04
.1250E-05
.2800E-04
.1580E-03 150.
.3037E-04
.2760E-06
.7900E-05
. 5640E-04 250.
.1263E-04
.6770E-07
.2360E-05
.2240E-04 300.
.8974E-05
.3780E-07
.1460E-05
.1580E-04 400.
.5047E-05
.1040E-07
.6030E-06
.8310E-05 500.
.3125E-05
.3350E-08
.2920E-06
.4950E-05 650.
.1711E-05
.7440E-09
.1150E-06
.2440E-05 800.
.1030E-05
.1930E-09
.5020E-07
.1370E-05 1000.
.5790E-06
.4050E-10
.1780E-07
.6620E-06 SUMMER 50.
.1833E-02
.1830E-03
.7420E-03
.3130E-02 75.
.9731E-03
-8780E-04
.3720E-03
.1660E-02 150.
.2842E-03
.2040E.9150E-04
.4570E-03 1
250.
.9814E-04
.5440E-05
.2890E-04
.1540E-03 i
300.
.6448E-04
.3220E-05
.1800E-04
.9380E-04 400.
.3170E-04
.ll30E-05
.7900E-05
.4430E-04 500.
.1755E-04
.4490E-06
.3810E-05
.2220E-04 650.
.8392E-05
.1300E-06
.1450E-05
.9610E-05 800.
.4535E-05
.4340E-07
.6130E-06
.4720E-05 1000.
.2274E-05
.1170E-07
.2160E-06
.2110E-05 SURRY 50.
.6033E-03
.6370E-04
.2810E-03
.1060E-02 75.
.3363E-03
.2890E-04
.1470E-03
.5860E-03 150
.1104E.6210E-05
.4130E-04
.1850E-03 250.
.4322E-04
.1460E-05
.1330E-04
.7160E-04 300.
.2998E-04
.7180E-06
.8460E-05
.4970E-04 400.
.1621E-04
.2210E-06
.3890E-05
.2680E-04 500.
.9713E-05
.8430E-07
.1890E-05
.1520E-04 I
650.
.5097E-05
.2210E-07
.7790E-06
.7260E-05 800.
.2955E-05
.7020E-08
.3500E-06
.4110E-05 1000.
.1586E-05
.1980E-08
.1380E-06
.2070E-05 i
SUSQUEHANNA 50.
.8457E-03
.8360E-04
.3810E-03
.1580E-02 75.
.4681E-03
.4110E-04
.1930E-03
.8690E-03 150.
.1474E-03
.9800E-05
.5270E-04
.2750E-03 i
250.
.5287E-04
.2670E-05
.1580E-04
.9790E-04 300.
.3490E-04_
.1560E-05
.9830E-05
.6350E-04 400.
.1707E-04
.5850E-06
.4360E-05'
.3070E-04 500.
.9283E-05
.2420E-06
.2140E-05
.1620E-04 650.
.4260E-05
.7600E-07
.8560E-06
.7170E-05 800.
.2189E-05
.2700E-07
.3770E-06
.3470E-05 1000.
.1019E-05
.7610E-08
.1510E-06
.1540E-05 I
f A-15 NUREG-1488 l
1
t t
[
I Acceleration Percentiles (cm/sec/sec) Mean 15th 50th 85th THREE MILE ISLAND 50.
.1108E-02
.1660E-03
.5930E-03
.2060E-02 i
75.
.6339E-03
.8820E-04
.3280E-03
.1160E-02 150.
.2076E-03
.2580E-04
.1010E-03
.3720E-03 250.
.7622E-04
.7630E-05
.3260E-04
.1290E-03 300.
.5082E-04
.4560E-05
.2060E-04
.8470E-04 l
400.
.2532E-04
.1790E-05
.9220E-05
.4280E-04 500.
.1404E-04
.8000E-06~
.4780E-05
.2390E-04 l
650.
.6627E-05
.2700E-06
.1970E-05
.1090E-04 800.
.3504E-05
.1040E-06
.9010E-06
.5590E-05 1000.
.1693E-05
.3130E-07
.3460E-06
.2500E-05 TURKEY POINT 50.
.1227E-03
.3120E-05
.5140E-04
.2530E-03 75.
.7052E-04
.1680E-05
.2770E-04
.1430E-03 150.
.2361E-04
.4660E-06
.7780E-05
.4600E-04 l
250.
.8904E-05
.1180E-06
.2340E-05
.1690E-04 300.
.6013E-05
.6450E-07
.1420E-05
.1150E-04 400.
.3074E-05
.2410E-07
.5850E-06
.5670E-05 500.
.1750E-05
.8820E-08
.2690E-06
.3070E-05 650.
.8616E-06
.2320E-08
.9760E-07
.1360E-05 800.
.4751E-06
.6700E-09
.4120E-07
.7250E-06 i
1000.
.2425E-06
.1310E-09
.1430E-07
.3390E !
VERMONT YANKEE 50.
.1293E-02
.2040E-03
.7060E-03
.2040E-02 5
75.
.6738E-03
.9150E-04
.3310E-03
.1040E-02 150.
.1963E-03
.1990E-04
.7680E-04
.2920E-03 250.
.6913E-04
.4e70E-05
.2320E-04
.1010E-03 300.
.4583E-04
.2710E-05
.1400E-04
.6620E-04 400.
.2286E-04
.9840E-06
.6060E-05
.3220E-04 500.
.1279E-04
.3990E-06
.3010E-05
.1720E 650.
.6148E-05
.1200E-06
.1190E-05
.7570E-05 800.
.3315E-05
.4270E-07
.5300E-06
.3880E-05 1000.
.1644E-05
.1140E-07
.2010E-06
.1780E-05 V0GTLE i
50.
.2500E-02
.1490E-03
.7000E-03
.4290E-02 75.
.1356E-02
.6530E-04
.3280E-03
.2210E-02 150.
.4152E-03
.1320E-04
.8040E-04
.6140E-03 250.
.1546E-03
.2960E-05
.2450E-04
.2160E-03L i
300.
.1060E-03
.1630E-05
.1510E-04
.1450E-03 400.
.5677E-04
.5470E-06
.6850E.6960E-04 500.
.3415E-04
.2170E-06
.3220E-05
.3970E-04 i
650.
.1830E-04
.6100E-07
.1320E-05
.1770E-04 800.
.1094E-04
.1880E.5760E-06
.1010E-04 1000.
.6181E-05
.4890E-08
.2170E-06
.4930E-05 l
NUREG-1488 A-16
t Acceleration Percentiles i
(cm/sec/sec) Mean 15th 50th 85th I
WATERFORD l
50.
.2863E-03
.4820E-05
.7870E-04
.4970E-03 i
75.
.1655E-03
.2110E-05
.4140E-04
.2780E-03 150.
.5704E-04
.4090E-06
.1210E-04
.8910E-04 250.
.2291E-04
.8350E-07
.3710E-05
.3220E-04
.i 300.
.1604E-04
.4190E-07
.2320E-05
.2240E-04 400.
.8804E-05
.1180E-07
.9460E-06
.1170E-04 500.
.5350E-05
.3990E-08
.4610E-06
.6720E-05 650.
.2865E-05
.6410E-09
.1730E-06
.3320E-05 e
800.
.1694E-05
.1290E-09
.7100E-07
.1700E-05 1000.
.9316E-06
.2440E-10
.2440E-07
.8050E-06 WATTS BAR I
50.
.1258E-02
.2680E-03
.8000E-03
.2220E-02 75.
.7128E-03
.1380E-03
.4340E-03
.1260E-02 150.
.2301E-03
.3620E-04
.1300E-03
.4030E-03 l
250.
.8298E-04
.1000E-04
.4240E-04
.1450E-03 300.
.5483E-04
.5840E-05
.2650E-04
.9520E-04 r
400.
.2686E-04
.2110E-05
.1140E-04
.4820E-04 1
500.
.1465E-04
.9060E-06
.5620E-05
.2580E-04 650.
.6754E-05
.2950E-06
.2140E-05
.1190E-04 l
800.
3488E-05
.1050E-06
.9370E-06
.5950E-05 l
1000.
.1634E-05
.3110E-07
.3500E-06
.2740E-05 j
WOLF CREEK l
50.
.3290E-03
.2240E-04
.1240E-03
.5810E-03 75.
.1664E-03
.9280E-05
.6000E-04
.2730E-03 150.
.4581E-04
.1870E-05
.1470E-04
.7140E-04 l
250.
.1526E-04
.3780E-06
.4280E-05
.2350E-04 300.
.9857E-05
.1950E-06
.2540E-05
.1510E-04 400.
.4666E-05
.5820E-07
.9810E-06
.6900E-05 l
500.
.2480E-05
.1940E-07
.4640E-06
.3410E-05 1
650.
.1110E-05
.3970E-08
.1650E-06
.1520E-05 i
800.
.5607E-06
.9530E-09
.6860E-07
.7040E-06 i
1000.
.2569E-06
.1700E-09
.2310E-07
.2970E-06 YANKEE R0WE 50.
.2297E-02
.2390E-03
.1010E-02
.4040E-02 75.
.1289E-02
.ll20E-03
.5220E-03
.2310E-02 150.
.4281E-03
.2260E-04
.1450E-03
.6990E-03 I
250.
.1725E-03
.6100E-05
.4910E-04
.2670E-03 300.
.1219E-03
.3510E-05
.3210E-04
.1900E-03 400.
.685]E-04
.1310E-05
.1550E-04
.1040E-03 500.
.4266E-04
.5460E-06
.8180E-05
.6290E-04 1
650.
.2365E-04
.1700E-06
.3610E-05
.3380E-04 i
800.
.1442E-04
.6530E-07
.1800E-05
.1970E-04 l
1000.
.8230E-05
.2270E-07
.7790E-06
.1080E-04 i
A-17 NUREG-1488
)
Acceleration Percentiles (cm/sec/sec) Mean 15th 50th 85th ZION 50.
.6848E-03
.2620E-04
.2560E-03
.1240E-02 75.
.4120E-03
.1270E-04
.1390E-03
.7480E-03 150.
.1536E-03
.3160E-05
.4330E-04
.2560E-03 250.
.6659E-04
.8400E-06
.1580E-04
.1080E-03 300.
.4814E-04
.4480E-06
.1050E-04
.7670E-04 400.
.2791E-04
.1460E-06
.5200E-05
.4200E-04
?
500.
.1772E-04
.5270E-07
.2690E-05
.2560E-04 i
650.
.9971 E-05
.1260E-07
.1160E-05
.1380E-04 800.
.6112E-05
.3030E-08
.5540E-06
.8170E-05 1000.
.3481E-05
.6170E-09
.2270E-06
.4230E-05 l
t I
i k
t NUREG-1488 A-18 i
l
4 d
4 on
+
4
<M
,A h
L 1
APPENDIX B i
UNIFORM HAZARD' RESPONSE SPECTRA r
?
'.f
?
i r
- I i
P
'.{
- s
- 1
- t h
- i i
i 6
I 4
i
' i r
. I
< ' v I
i p
4 t
?
4 1
- t
': i 9
e
'f
t 1993 LLNL SPECTRAL HAZARD ESTIMATES VARIABLE IS SPECTRAL VELOCITY (CH/SEC)
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN ISTH 50TH 85TH ARKANSAS 500 1.0 2.973
.723 1.850 4.710 2.5 2.972
.698
- 1. '/ 80 4.490 5.0 2.016
.520 1.280 2.710 10.0 1.097
.267
.714 1.500-25.0
.359
.076
.204
.505 l
1000 1.0 4.887 1.110 2.810 7.470 2.5 4.854 1.080 2.600 6.430
+
5.0 3.150
.808 1.790-4.100 10.0 1.638
.394 1.110 2.210 i
25.0
.584
.117
.304
.809 2000 1.0 7.716
_1.490 4.280 9.970
{
2.5 7.291 1.450 3.790 8.890-f 5.0 4.924 1.140 2.500 5.780
't 10.0 2.446
.581 1.530 3.200 25.0
.949
.162
.453 1.230 5000 1.0 12.270 2.200 7.210 14.600-2.5 12.390 2.150 5.790 '13.600 5.0 7.983 1.600-3.900 8.320 10.0 3.934
.970 2.350 4.750 25.0 1.564
.250
.768 2.020 10000 1.0 17.440 2.960 8.850 19.500 2.5 18.520 2.890
'7.420 18.900 5.0 11.480 2.080 5.300 11.000 j
10.0 5.491 1.280 3.200 6.390 25.0 2.261
.346 1.110 2.950 BEAVER VALLEY 500 1.0 1.142
.291
.692 1.600 2.5 1.291
.255
.750 1.830 5.0 1.395
.261
.703 2.020-10.0
.855
.152
.437 1.330 25.0
.247
.036
.126
.367 i
1000 1.0 1.750
.423 1.060 2.350 i
2.5 2.142
.372 1.140 2.830 5.0 2.352
.387 1.100-3.150 10.0 1.424
.227
.715 2.950' 25.0
.433
.065
.204
.608 2000 1.0 2.683
.616 1.410- 3.440 i
2.5 3.554
.544
-1.580 14.380 5.0 3.965
.573 1.570 4.930 10.0 2.285
.340 1.120 3.130 l
25.0
.756
.110.
.332 1.010-
'i 5000 1.0 4.718 1.010 2.060 5.690 2.5 6.739
.897 2.420 7.190 5.0 7.441
.965 2.520
-7.790-10.0 4.048
.578 1.820 5.090 25.0 1.416
.182
.632-1.750 B-1 NUREG-1488~
i t
l RETURN' PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH 50TH 85TH I
BEAVER VALLEY (CONTINUED) 10000 1.0 7.200 1.220 2.750 -7.990 2.5 10.680 1.200 3.340 10.300 5.0 11.710 1.300 3.590 11.000 10.0 6.048
.863 2.610 7.360 25.0 2.162
.268 1.020 2.660 BELLEFONTE 500 1.0 2.464
.695 1.700 3.9701 2.5 2.473
.698 1.550 4.310 5.0 1.773
.526 1.190 2.860 10.0 1.021
.280
.694 1.550 25.0
.355
.100
.244
.624-
~
1000 1.0 4.015 1.070 2.470 6.720 2.5 4.125 1.080 2.270 6.670 5.0 2.863
.838' 1.690 4.730 10.0 1.575
.444 1.140 2.410 i
25.0
.627
.159
.412 1.070 2000 1.0 6.540 1.400 3.590 9.420 2.5 6.473 1.460 3.300' 9.890 5.0 4.623 1.210 2.400 6.730 10.0 2.429-
.703 1.680 3.540 25.0 1.066
.251
.696 1.530 1
5000 1.0 10.610 1.990 5.880 14.400 2.5 11.180 2.150 5.290 16.600-5.0 7.554 1.800 3.800 10.500 l
10.0 3.962 1.210 2.800 5.450 25.0 1.709
.459 1.220 2.450 10000 1.0 15.070 2.600 7.800 19.900 2.5 16.910 2.890 6.840 24.100 5.0 10.790 2.440 5.280 14.600 10.0 5.528 1.720 3.830 7.550 25.0 2.442
.726 1.690.
3.290 BIG ROCK POINT 500 1.0
.488
.140
.312
.766 2.5
.522
.142
.319
.821 5.0
.466
.125.
.283
.799 10.0
.270
.054
.169
.453 25.0
.084
.012
.041
.156 1000 1.0
.826
.194
.489 1.250 2.5
.957
.206
.527 1.470.
5.0
.866
.184
.481 1.420 10.0
.517
.099
.292
.869 i
25.0
.163
.022
.087
.285 2000 1.0 1.375-
.269
.766 1.950 2.5
-1.719
.300
.871' '2.600 1
5.0 1.535
.272 ~
.816
.2.430-10.0
.991
.154
.503 1.490-25.0
.303
.039'
.155
.521-NUREG-1488 B-2
=
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(Hz)
MEAN ISTH S0TH 85TH l
BIG ROCK POINT (CONTINUED)
. 1.220 3.520 5000 1.0 2.665
.416 2.5 3.720
.492 1.460 5.350-5.0 3.213
.455 1.450' 4.930 10.0 2.048
.275 1.030 2.910 25.0
.687
.087
.315 1.110' 10000 1.0 4.398
.577 1.590 5.500-2.5 6.461
.716 2.080 8.040 5.0 5.483
.672 2.160 7.080 10.0 3.444
.427 1.550 4.400 25.0 1.190
.139
.539 1.710 BRAIDWOOD i
500 1.0 1.429
.383 1.090 2.020 2.5 1.309
.311
.849 1.970 5.0
.928
.217-
.554 1.410 10.0
.485
.125
.299
.747 25.0
.174
.024
.107
.276 1000 1.0 2.167
.591 1.460 3.130 i
2.5 2.079
.463 1.240 3.180 5.0 1.482
.307
.891 2.210 i
10.0
.822
.177
.479 1.220 25.0
.294
.038
.173
.461 2000 1.0 3.284
.910 1.980 4.850-2.5 -3.303
.689 1.710 5.100-5.0 2.337
.436 1.290 3.440 10.0 1.299
.252
.767 1.850 t
25.0
.497
.059
.279
.770 5000 1.0 5.691 1.280 2.940 8.090 2.5 5.960 1.100 2.600 8.190 5.0 4.265
.693 1.990 5.820 1
10.0 2.253
.399 1.330 3.160 25.0
.994
.105
.527 1.320 10000 1.0 8.385 1.610 3.960 10.900 2.5 9.004 1.410 3.580 11.700-5.0 6.300
.984 2.770 7.950 10.0 3.323
.566 1.950 4.400 1
25.0 1.418
.165
.853 1.870 BROWNS FERRY i
500 1.0 2.853
.804 1.930 4.240 2.5 2.715
.777
- 1.820
.4.260 5.0 1.804
.557 1.290 2.630' i
f 10.0 1.017
.280
.714 1.380 25.0
.308
.097
.204
.459 1000 1.0 4.677 1.160 2.900
'7.010 2.5 4.368
'1.140 2.650 6.310 l
5.0 2.746
.860 1.770 4.110 1
10.0 1.481
.415 1.100 2.020 t
25.0'
.490
.139
.300
.738 i
.I B-3 NUREG-1488
[
I I
4 RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH 50TH 85TH BROWNS FERRY (CONTINUE 0) 2000 1.0 7.426 1.490 4.360 9.510 2.5 6.489 1.480 3.840 _8.890 i
5.0 4.181 1.170 2.410 5.850 10.0 2.157
.615 1.490 2.960 25.0
.780
.198
.441 1.120 5000 1.0 11.340 2.100 7.230 14.200 2.5 10.500 2.100-5.750 14.000 5.0 6.732 1.610 3.650 8.470 10.0 3.442 1.020 2.220 4.390 i
25.0 1.311
.315
.735 1.720 10000 1.0 15.620 2.710 8.840 19.300 2.5 15.120 2.730 7.240 19.700 5.0 9.380 2.050 4.990 11.200 10.0 4.688 1.340 3.010 5.900 25.0 1.847
.449 1.060 2.370 BRUNSWICK 500 1.0 1.917
.254
.870 2.800 i
2.5 2.605
.297 1.150 3.780 5.0 2.428
.316 1.110 3.540 10.0 1.488
.235
.680 2.150 25.0
.427
.067
.208
.605 1000 1.0 3.245
.388 1.340 4.610 t
2.5 4.529
.470 1.730 6.060 5.0 4.023
.523 1.650 5.520 l
10.0 2.361
.387 1.150 3.330 25.0
.713
.122
.335
.995 2000 1.0 5.493
.593 1.940 7.380 2.5 7.085
.745 2.600 9.010 5.0 6.195
.866 2.450 7.690 10.0 3.601
.636 1.710 4.760 25.0 1.141
.191
.538 1.490 5000 1.0 9.752 1.020 3.190 - 11.400 2.5 12.420 1.250 4.470 15.200 i
5.0 10.190 1.390 4.140 11.900 10.0 5.946 1.150 2.890 7.640 25.0 1.902
.347 1.010 2.520 10000 1.0 14.330 1.330 4.640 15.900 g
2.5 18.980 1.730 6.140 22.400 l
l 5.0 14.840 1.920 5.790 16.600 1
10.0 8.671 1.620 4.040' 10.400 25.0 2.799
.545 1.470 3.590 i
BYRON
)
500 1.0 1.256
.291
.859 1.800
,j 2.5
-3.066
.215
.632 (1.630 5.0
.793
.159
.418 1.230 10.0
.412
.067
.230
.781 25.0
.155
.014
.080
.284 1
NUREG-1488 B-4
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH BYRON (CONTINUED) 1000 1.0 2.015
.445-1.240' 2.750 2.5 1.915
.315
' 1.050 2.640 1
5.0 1.429
.228
- .693 1.960 l
10.0
.803
.110
.393 1.300 25.0
.287
.026
.146
.514 2000 1.0 3.234
.681
.l.680 4.220 2.5 3.439
.461 1.480 4.270 5.0 2.497
.327 1.110 3.120 10.0 1.366
.168
.669 1.970 i
25.0
.531
.047
.248
.930 5000 1.0 6.045 1.100 2.500 7.290 2.5 6.838
.763 2.330 7.410 5.0 5.149
.528 1.800 - 5.510
~f 10.0 2.527
.293 1.260 3.320 25.0 1.111
.101
.499 1.520 10000 1.0 9.215 1.370 3.390 9.960 2.5 10.820 1.080 3.280 11.000
- i 5.0 7.482
.759 2.610 7.600 10.0 3.721
.448 1.880
-4.580 25.0 1.591
.163
.847 2.160 CALLAWAY 500 1.0 2.900
.780 1.760 4.330 i
2.5 2.904
.770 1.670 4.520 5.0 1.934
.555 1.220 2.750 10.0 1.087
.273
.630 1.450 25.
.314
.100
.194'
.434 l
1000 1.0 4.629 1.160 2.580 7.020 2.5 4.593 1.140 2.390 6.380 l
5.0 2.866
.872 1.650 4.140' 10.0 1.519
.402
.995 2.030 25.0
.471
.136
.276
.650 2000 1.0 7.243 1.540 3.790
~ 9.220 l
2.5 6.582 1.490 3.410
-8.670 i
5.0 4.247 1.170 2.220 5.720 10.0 2.124
.593 1.340 2.840 i
25.0
.705
.185
.390
.974 l
5000 1.0 10.710 2.240 6.290 13.200 2.5 10.280' 2.130 5.280 13.000 5.0 6.519 1.590-3.290 7.990 i
10.0 3.242
.989 1.970 4.000 25.0 1.133
.278
.619 1.380
-i 10000 1.0 14.390 2.980 8.070 17.400-j 2.5 14.400 2.790 6.570- 17.700 5.0 8.735 2.000 4.430 10.300 10.0 4.229 1.280 2.640 5.130 25.0 1.489
.377
.876
-14780 l
l
,j B-5 NUREG-1488 r
Y
~
r I
RETURN PERIOD FREQ PERCENTILES SITE-(YEARS)
(HZ)
MEAN 15TH SOTH
'85TH i
CALVERT CLIFFS 1.180 3.240 500 1.0 2.085
.436 2.5 2.158
.379 1.110 3.770 5.0 1.314
.243
.692 2.120 10.0
.530
.124
.283
.900 l
25.0
.208
.045
.131
.319 1000 1.0-3.581
.695 1.680 5.540 2.5 3.929
.620 1.670 6.200 5.0 2.227
.384-1.150_
3.540 a
10.0 1.005
.188
.478- '1.420 25.0
.354
.093
.205
.531 2000 1.0 6.149 1.060-2.390 8.730 2.5 6.669 1.010 2.490 9.390 5.0 3.774
.606 1.650 5.570 10.0 1.564
.287
.805 2.160 25.0
.602
.139
.321
.886 5000 1.0 11.330 1.510 3.820 14.600 2.5 12.610 1.530 4.230 16.200 5.0 6.836 1.070 2.660 8.580 10.0 2.806
.500 1.400.
3.570-25.0 1.146
.227
.582 1.460 10000 1.0 17.680 1.980 5.440 21.600 l
2.5 20.420 2.090 5.910 24.200.
5.0 10.160 1.420 3.830 11.900 10.0 4.074
.761' 2.020 4.930 25.0 1.667
.329
.912 2.070 i
CATAWBA 500 1.0 2.176
.481 1.290 3.180 2.5 2.498
.507 1.340 3.890 5.0 1.822
.424 1.110 2.670 10.0 1.012
.248
.619 1.460 25.0
.343
.091
.229
.547 1000 1.0 3.554
.763 1.780 5.080 2.5 4.234
.831 1.900 6.030
[
5.0 2.912
.684-1.550 4.210 10.0 1.520
.387 1.040 2.180
- i 25.0
.567
.144
.359
.908.
2000 1.0 5.803 1.100 2.470 7.760-2.5 6.589 1.190
.2.720 8.680 5.0 4.655 1.060
'2.160 6.070-i 10.0~
2.283
.604 1.490 3.210 25.0
.938
.219
.562 1.310 5000 1.0 9.872 1.510 3.790.11.900 2.5 11.230 1.740 4.340 -14.100 5.0 7.457 1.520 3.360 9.180
{
10.0 3.690 1.060 2.390 4.800 L
25.0 1.499=
.381 1.010 2.040 1
a j
NUREG-1488 B-6 u
- =.-
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH 50TH 85TH r
CATAWBA (CONTINUED) 10000 1.0 14.230 1.920 5.240 16.500 2.5 16.800 2.310 5.770 20.200 5.0 10.500 1.990 4.690 12.500 10.0 5.072 1.460 3.310 6.510 25.0 2.103
.580 1.370 2.840 CLINTON 500 1.0 5.004 1.010 2.450 7.230 2.5 5.118 1.030 2.650 7.300 5.0 3.112
.535 1.520 4.670 i
10.0 1.235
.198
.586 1.830 25.0
.421
.061
.184
.630 1000 1.0 8.100 1.350 3.700 10.200-2.5 7.790 1.390 4.040 10.600 i
5.0 5.016
.832 2.140 6.510 10.0 1.845
.282
.928 2.720 25.0
.691
.101
.265 1.040 f
2000 1.0 11.860 1.800
~5.580 14.400 2.5 11.860 1.870-5.680 15.400 5.0 7.465 1.150 3.000 8.860 i
10.0 2.755
.400 1.260 3.800 25.0 1.102
.136
.383 1.440 1
5000 1.0 19.640 2.640 8.340 22.600 2.5 20.660 2.760 7.970 -24.500-5.0 12.630 1.600~
4.720 13.300' 10.0 4.372
.636 1.830 5.780 i
25.0 1.824
.202
.623 2.230 10000 1.0 28.750 3.530 10.500 31.800 2.5 30.120 3.700 10.300 33.100 5.0 18.790 2.050 6.020 18.100 10.0 6.140
.904 2.420 7.930 25.0 2.672
.271
.900 3.070 COMANCHE PEAK 4
500 1.0 1.060
.262
.618 1.190 2.5 1.132 193
.439 1.170 5.0
.720
.153
.304
.867 10.0
.343
.079
.177
.438 25.0
.151
.018
.052
.147 1000 1.0 1.475
.415
-1.010 1.740 2.5 1.578
.290
.718 1.760 5.0 1.114
.226
.486 1.280 l
10.0
.501
.131
.276
.675 25.0
.215
.032~
.098'
.229 l
2000 1.0 2.052
.657 1.330 2.530 l
2.5 2.200
.435 1.110 2.650 l
5.0 1.552
.333
.777 1.840 10.0
.731
.195
.432 1.030 25.0
.306
.056
.153
.357-B-7 NUREG-1488 r
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH 50TH 85TH COMANCHE PEAK (CONTINUED) 5000 1.0 3.175 1.090 1.920 4.150 1
2.5 3.412
.743 1.680 4.550 5.0 2.406
.557 l 280 2.960 10.0 1.189
.331
.779 1.670 25.0
.488
.112
.274
.644 10000 1.0 4.417 1.370 2.540 6.050 2.5 4.755 1.080 2.310 6.480-5.0 3.353
.820 1.740 4.250 10.0 1.688
.492 1.170 2.400 25.0
.694
.163
.426 1.000
~
COOK i
500 1.0 1.517
.346 1.070 2.180-2.5 2.076
.395 1.210 3.010 t
5.0 1.322
.264
.790 1.880 l
10.0
.670
.133
.350
.989 25.0
.204
.030
.113
.295 1000 1.0 2.332
.532 1.470 3.330 2.5 3.424
.621 1.710 4.760 5.0 2.123
.396 1.200 2.930 10.0 1.152
.198
.560 1.530 25.0
.339
.052
.180
.492 2000 1.0 3.585
.819 2.010 5.070 2.5 5.576
.977 '2.420 6.980 5.0 3.408
.593 1.680 4.550-10.0 1.832
.295
.896 2.370-l 25.0
.563
.089
.287
.819 5000 1.0 6.328 1.200 3.050 8.280 2.5 10.080 1.390 3.850 11.500 l
l 5.0 6.196 1.010 2.610 7.530 10.0 3.334
.500 1.520 3.970 25.0 1.082
.147
.530 1.460 y
l 10000 1.0 9.253
.1.490 4.170 11.200 t
2.5 15.770 1.800 5.340 16.700 5.0 9.416 1.310 3.640 10.900 1
10.0 5.021
.745 2.240 5.690
.[
25.0 1.625
.210
.844 2.180 i
i COOPER 500 1.0 1.469
.288
.868 2.160 2.5 1.495
.249
.733 2.580 l
5.0 1.381
.216
.662
- 2.110 10.0
.951
.108
.396 1.590 25.0
.265
.021
.122
.497 i
l 1000 1.0
-2.476
.459 1.280 3.510 i
2.5 2.774
.395 1.200 4.720 5.0 2.676
.345 1.150 3.800
'f 10.0 1.738
.182
.743 2.880 25.0
.563
.049
.226 1.040 i
NUREG-1488 B-8
i RETURN PERIOD FREQ SITE (YEARS)
(HZ)
MEAN.
PERCENTILES
-15TH 50TH 85TH COOPER (CONTINUED) l 2000 1.0 4.174
.731-1.780 5.680 l
2.5 5.115-
.627 1.790 7.360 5.0 5.131
.551-1.730 6.130 10.0 3.097
.304 1.270 4.450 25.0 1.116
.108
.416
.l.610 5000 1.0 8.053 1.160 2.770 9.400 r
2.5 9.733 1.090 3.030 12.900 t
5.0 9.566-1.010 2.980 10.200.
4 10.0 5.478
.601
'2.290 7.760 5
25.0 2.065
.215
.936 2.870 10000 1.0 12.280 1.460 :3.860 13.100 2.5.15.830-1.450 4.500 19.800.
5.0 15.320 1.390 4.510 14.900 10.0 8.433 1.000 3.450 10.800 25.0 3.213
.361 1.400 3.920 CRYSTAL RIVER 500 1.0
.449
.127
.289'
.738 2.5
.383
.102
.246.
.647 5.0
.273
.061
.178-
.461 10.0
.144
.027
.094-
.252 25.0
.045
.007
.023
.094 F
1000 1.0
.791
.190
.469 1.210 2.5
.693
.151
.400 1.130 5.0
.500
.106
.281-
.836 10.0
.264
.047
.155
.452 25.0
.101
.010
.045
.170 2000 1.0 1.330
.285
.762 1.840 2.5 1.240
.224
.651 1.780 5.0
.915
.154
.444 1.370 1
10.0
.484
.080-
.250
.810 1
25.0
.181
.017
.092
.299-5000 1.0 2.536
.486 1.240.3.170 1
2.5 2.615
.377 1.160 3.220
)
5.0 1.888
.252
.811 2.470 10.0 1.062
.139
.472~
1.520.
l 25.0
.392
.031
.185
.634 10000 1.0 4.131
.729 1.660
'4.800 2.5 4.598
.558 1.620 5.040 j
5.0 3.242
.367 1.210 3.850 10.0 1.705
.202
.762 2.340-25.0
.704
.050
.308' 1.070-l DAVIS BESSE 500 10
-1.501
.305:
.788 1.840 2.5 1.787
.245-
.652-2.270 1
5.0 1.442
.182
.490-1.810 f
10.0
.772
.094
- 289 1.140 25.0
.291
.021
.128
.458 j
B-9 NUREG-1488 l
i
- .t
f F'
RETURN PERIOD FREQ PERCENT 1LES SITE (YEARS)
(HZ)
MEAN ISTH 50TH 85TH_
DAVIS BESSE (CONTINUED) 1000 1.0 2.593
.462 1.170 2.920 2.5 3.359
.371 1.070 3.830 5.0 2.485
.276
.834 2.840 10.0 1.331
.147
.494 1.750 25.0
.516
.046
.204
.811 2000 1.0 4.482
.699 1.580 4.630 l
2.5 5.873
.559 1.560 5.950 1
5.0 4.282
.419 1.280 4.460 t
10.0 2.060
.226
.844 2.690 25.0
.914
.100
.325 1.240 5000 1.0 8.504 1.100 2.330 8.050 l
2.5 10.450
.964 2.550 9.530 5.0 7.207
.729 2.100 6.880 10.0 3.475
.399 1.480 4.210 l
25.0 1.452
.159
.603 1.930 10000 1.0 12.490 1.360 3.130 11.200 i
2.5 16.160 1.270 3.700 13.600 1
5.0 10.250 1.070 3.050 9.260 10.0 4.780
.613 2.180 5.770 l
25.0 1.999
.227
.962 2.700 500 1.0 1.395
.357 1.060 2.010 2.5 1.275
.289
.853 1.970 5.0
.904
.209
.355 1.420 i
10.0
.481
.118
.299
.797 5
25.0
.174
.024
.101
.289 J
1000 1.0 2.142
.546 1.440 3.170 2.5 2.071
.429 1.260 3.270 5.0 1.486
.297
.912 2.300 10.0
.834
.172
.487 1.310 25.0
.305
.039
.168
.504 2000 1.0 3.288
.834 1.960 4.980 t
2.5-3.363
.637 1.750 5.320 t
5.0 2.408
.423-1.320 3.700-10.0 1.342
.249
.794 2.020-25.0
.534
.062
.278
.881 5000 1.0 5.793 1.230 2.940 8.420 t
2.5 6.218 1.050 2.690 8.770 5.0 4.557
.675 2.090 6.230 10.0 2.402
.408 1.400 3.430 25.0 1.077
.115
.541 1.520 j
10000 1.0 8.642 1.550 3.990 11.700 l
2.5 9.584 1.350-3.730 12.800 I
5.0 6.731
.962 2.950 8.560 10.0 3.543.
.592 2.080 4.770 25.0 1.552
.177
.897 2.220 NUREG-1486 B-10 i
w,
I RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH s
DUANE ARNOLD 500 1.0 1.007
.242
.678-l'420 2.5
.686
.184
.455 1.070 s
5.0
.447
.130
.289
.633 10.0
.226
.060
.152
.337 25.0
.080
.013
.043
.126 1000 1.0 1.480
.366 1.070- 2.090 2.5 1.147
.271
.734 1.630 l
5.0
.758
.188
.446 1.050 10.0
.378
.100
.243
.563 25.0
.141
.024
.085
.207 2000 1.0 2.174
.552
~1.420 3.090 2.5 1.804
.400 1.110 2.500-3 5.0 1.239
.272
.687 1.660 10.0
.635
.151
.389
.941 l
25.0
.230
.044
.145
.339 5000 1.0 3.615
.952 2-.050 5.150 l
2.5 3.282
.670 1.650 4.400 5.0 2.249
.445 1.160 3.040 10.0 1.197
.261
.724 1.600 25.0
.438
.096
.275
.653 10000 1.0 5.310 1.210 2.720 7.440 2.5 5.145
.988 2.230 6.520 5.0 3.530
.646 1.620 4.810 10.0 1.793
.394 1.130-2.370 2
25.0
.714
.145
.446 1.050 FARLEY 500 1.0 1.019
.311
.786 1.470-2.5
.743
.238
.509 1.200 5.0
.498
.175
.338
.760 i
10.0
.262
.092
.182
.418 25.0
.098
.019
.055
.159 1000 1.0 1.530
.488 1.180.
2.200 lj 2.5 1.247
.362
.825 1.860-
't 5.0
.853
.253
.525 1.260 10.0
.442
.136
.279
.712 25.0
.167
.031
.101
.269 2000 1.0 2.299
.766 1.590 -3.290 2.5 2.001
.549 1.210 2.890 5.0 1.400
.366
.815 1.970~
10.0
.744
.195
.429 1.170 25.0
.283
.050
.158
.457 5000 1.0 3.937 1.180 2.370 5.600 2.5 3.736
.955 1.840 5.140 5.0 2.630
.597 1.320 3.580 1
10.0 1.394
.314
=.758 2.060 25.0
.566
.098
.285
.917 B-11 NUREG-1488-l
t 7
i f
RETURN PERIOD FREQ PERCENTILES i
SITE (YEARS)
(HZ)
MEAN 15TH 50TH 85TH FARLEY (CONTINUED) 10000 1.0 5.915' I.490 3.210 7.980 2.5 5.904 1.240 2.530 7.490 5.0 4.236
.865 1.810 5.440 10.0 2.167
.450 1.140 3.130 l
25.0
.956
.142
.445 1.360
[
FERMI
-l 500 1.0 1.229
.299
.682 1.580 2.5 1.382
.229
.557 1.820 t
5.0 1.122
.165
.423 1.390 10.0
.537
.088
.250
.841 25.0
.213
.018
.101
.315 i
1000 1.0 2.015
.449 1.070 2.440 2.5 2.437
.341
.922 2.890 5.0 1.832
.245
.709 2.120' 10.0 1.021
.136
.422 1.340 25.0
.348
.037
.163
.520-2000 1.0 3.303
.675 1.430 3.740 2.5 4.299
.507 1.360 4.600 5.0 2.992
.363 1.120 3.240 10.0 1.519
.201
.713 1.990 25.0
.569
.074
.264
.857 5000 1.0 6.347 1.080 2.090 6.610 i
2.5 7.701
.859 2.190 7.620 5.0 5.489
.611 1.780' 5.490-10.0 2.571
.339 1.290 3.270 25.0 1.057
.134
.499 1.370 10000 1.0 9.423 1.340 2.800-9.290 1
t 2.5 11.590 1.180- 3.150, 11.000 5.0 7.708
.906 2.520 7.580 10.0 3.633
.502 1.890 4.420 25.0 1.458
.187
.808.
1.870 FITZPATRICK 500 1.0 1.729
.440 1.000 2.250.
2.5 2.007
.406 1.010 2.740 5.0 1.489
.331
.708 2.020 10.0
.772
.191
.411 1.120 25.0
.263
.058
.157
.360 j
1000 1.0 2.765
.670 1.340 3.440 2.5 3.334
.614 1.410 4.310 5.0 2.330
.489 1.100 3.030 g
10.0 1.229
.283
.659 1.590 25.0
.411
.101
.232
.546 2000 1.0
~4.423 1.010 1.800 5.250
-l 2.5 5.398
.928 1.970-6.370 l
5.0 3.646
.723 1.510 4.560-10.0 1.793
.420.
1.040 2.250 25.0
.644
.142
.343
.828 1
i NUREG-1488 B-12 1
RETURN PERIOD FREQ PERCENTILES' SITE (YEARS)
(HZ)
MEAN ISTH SOTH 85TH FITZPATRICK (CONTINUED) 5000 1.0' 7.875 1.330 2.650 8.560 2.5 8.919 1.330 3.050 10.300-5.0 6.092 1.130 2.280 6.880 l
10.0 2.954
.707 1.600 3.440 25.0 1.108
.221
.576 l.280 10000 1.0 11.090 1.630 3.560 -11.700 2.5 13.040 1.710 4.250 14.800 5.0 8.394 1.430 3.110 9.210 i
10 0 3.983 1.030 2.220 4.540 25.0 1.501-
.309
.853 1.690 FORT CALHOUN 500 1.0 1.315
.221
.633 1.680 2.5 1.341
.169
.534 1.710 5.0 1.260
.159
.511.
1.520 10.0
.822
.086
.292 1.070 25.0
.275
.017
.106
.323 l
1000 1.0 2.411
.352 1.050 2.700 1
2.5 2.802
.265
.958 3.070 5.0 2.516
.254
.947 2.680-10.0 1.686
.150
.552 1.840 25.0
.640
.043
.185
.639
?
2000 1.0 4.419
.563 1.450 4.350-
)!
2.5 5.649
.415 1.430 5.360 j
5.0 5.019
.407
.l.470 4.730 10.0 3.213
.255 1.030 3.150 l
25.0 1.271
.105
.322 1.170 5000 1.0 9.259
-1.020 2.230 7.790 t
2.5 12.000
.752-2.370 9.350:
5.0 9.491
.759 2.560 8.230 10.0 6.243
.513 1.850 5.520
'25.0 2.489
.185
.673 2.170.
j 10000 1.0 15.220 1.260 3.080 10.800:
2.5 21.190 1.100 3.480 14.200 5.0 15.370 1.130 3.890 12.400 10.0 10.000
.871 2.870 -8.430c 25.0 3.736
.284 1.120 3.300 l
GINNA l
500 1.0 1.531
.387
.841 2.210 2.5 1.827
.355
.909 2.840 5.0 1.407
.277
.656
-2.160 J
10.0
.759
.156
.383~
1.080 l
25.0
.270
.041
.145
.370 i
1000 1.0 2.563
.582 1 200 3.620 l
~
2.5 3.237
.534 1.316 5.010 5.0 2.350
.408 1.070L 3.530 10.0 1.274
.226
.633 1.660' 25.0
.466
.071
.226
.627 l
l B-13 NUREG-1488 i
I 1
1 l
)
RETURN PERIOD FREQ PERCENTILES i
SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH GINNA (CONilNUED)
I 2000 1.0 4.290
.877 1.590 5.950 2.5 5.545
.803 1.810 7.360 5.0 3.927
.601 1.470 5.470 10.0 1.963
.328 1.030 2.540 25.0
.801
.115-
.354 1.030-5000 1.0 8.114 1.210 2.310 9.860 t
2.5 9.798 1.210 2.780 -12.200 5.0 6.805 1.000 2.260 8.280
)
10.0 3.366
.534 1.620 3.940-25.0 1.380
.186
.638 1.560 i
10000 1.0 12.080 1.460 3.050 13.900 1
2.5 15.070-1.530 3.840 18.000 l
5.0 9.774 1.280 3.120 11.300 10.0 4.719
.773 2.290 5.280 25.0 1.963
.268
.998 2.120 GRAND GULF 500 1.0 2.899
.628 1.780 4.620 2.5 2.268
.395
'1.190 3.120 5.0 1.183
.204
.553-1.600 t
10.0
.398
.084
.198
.524 f
25.0
.155
.020
.061
.176 1000 1.0 4.941 1.020 2.680 7.570 2.5 3.922
.619 1.720 5.040
[
5.0 1.952
.297
.897 2.410 10.0
.670
.127
.296
.841 25.0
.270
.032
.104
.282 2000 1.0 8.065 1.380 4.030 10.500-i 2.5 6.548
.971 2.480 7.320 5.0 3.220
.432 1.260 3.640 10.0 1.102
.179
.441 1.280 i
25.0
.468
.053
.160
.454 5000 1.0 13.840 2.060 6.910 16.200 2.5 12.430 1.400 4.040 12.000 5.0 6.023
.710 1.870 5.960-10.0 1.918
.283 747-2.130-25.0
.970
.101
.282
.851 10000 1.0 20.820 2.780 8.720 22.500 2.5 20.180 1.820 5.520 17.400 5.0 9.174 1.020 2.520 8.210 i
10.0 2.917-
.400 1.090 3.110
- l 25.0 1.468
.146
.434 1.270 HADDAM NECK 500 1.0 1.616
.397 1.030 2.480 2.5 1.956
.391~
1.120' 3.120=
5.0 1.542
.325
.921 2.320 10.0
.892
.202
.508 1.340 1
25.0
.328
.071
.201
.537 r
, l NUREG-1488 B-14 r
a e
I RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN ISTH SOTH 85TH HADDAM NECK (CONTINUED) 1000 1.0 2.779
.620 1.420 4.200 i
2.5 3.551
.623 1.620 5.340_
l 5.0 2.663
.515 1.370 3.880
-j 10.0 1.482
.320-
.895 2.'180 25.0
.600
.127
.330
.995-2000 1.0 4.780
.967 1.950 7.080 2.5 6.098
.992 2.360 8.010 5.0 4.598
.817 1.970 5.980 10.0 2.377
.508 1.380 3.390 l
25.0 1.059
.200
.543 1.450 5000 1.0 9.121 1.310 2.990 11.600 2.5 11.290 1.470 3.880 13.700 5.0 7.864 1.310 3.200 9.520 10.0 4.027
.933 2.330 5.410
-i 25.0 1.738
.365 1.030 2.380 1
10000 1.0 13.990 1.630 4.130 16.800 2.5 17.980 1.970 5.470 20.500 i
5.0 11.590 1.770 4.610 13.500-10.0 5.745 1.340 3.330 7.720-25.0 2.528
.575 1.410 3.280 HATCH 500 1.0 3.337
.699 1.760-5.180 2.5 2.536
.367 1.320 L3.600
[
5.0 1.538
.233
.732 2.260 10.0
.543
.111
.292
.841' l
25.0
.207
.031
.108
.305 1000 1.0 5.721 1.120 2.650 8.200 2.5 4.257
.600 1.970 5.730 5.0 2.451
.362 1.160-3.560 L
10.0
.934
.165
.462 1.300 25.0
.330
.056
.167
.494 l
2000 1.0 9.055 1.510 3.990 11.800 l
2.5 6.614
.983 2.920 8.540 i
5.0 3.908
.562 1.620 5.410 10.0 1.412
.246
.729 1.920 25.0
.526
.101
.256
.801 5000 1.0 15.600 2.260-6.870.19.100-1 2.5 11.310 1.470 4.930 14.500 5.0 6.780 1.000 2.520 8.300 i
10.0 2.378
.415 1.230 3.170 ~
25.0
.974
.160
.453 1.350.
10000 1.0 23.540 3.050 8.680 27.400 l
2.5 16.980 1.970 6.470 21.500.
~
5.0 9.953 1.310 3.510 L11.500 10.0 3.443
.618 1.720 4.280 25.0 1.417
.227.
.696 1.910
-l B-15 NUREG-1488 5
L I
.l r
l RETURN PERIOD FREQ PERCENT 1LES SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH HOPE CREEK i
500 1.0 2.255
.481 1.280 3.600 i
2.5 2.363
.397 1.240 4.010 5.0 1.450
.259
.798 2.330 10.0
.615
.135
.342 1.050 i
25.0
.231
.052
.143
.349 j
1000 1.0 3.976
.785 1-.840 6.230 i
2.5 4.478
.657 1.890 6.620 5.0 2.497
.425 1.280 4.010 10.0 1.142
.216
.597 1.600 25.0
.406
.110
.229
.603 2000 1.0 7.008 1.150 2.630 9.540 2.5 7.490 1.060 2.880 10.300 5.0 4.299
.699 1.880 6.130 10.0 1.795
.345 1.030 2.440 25.0
.714
.165
.366
.1.030 5000 1.0 12.760 1.660 4.230 16.000 r
2.5 14.280 1.680 5.020 18.500 5.0 7.461 1.210 '3.110 9.660 i
10.0 3.204
.642 1.710 3.940 25.0 1.304
.284
.680 1.670 10000 1.0 20.080 2.180 6.050 23.700 2.5 22.910 2.380 6.740 26.900 5.0 10.950 E.650 4.570 13.600 10.0 4.558 1.020 2.520-5.450 25.0 1.882
.429 1.050 2.410 i
INDIAN POINT 500 1.0 1.565
.401
.985 2.790 12. 5 1.907
.430 1.130 3.750 5.0 1.508
.353 1.010 2.660' 10.0
.873
.221
.596 1.450 25.0
.323
.093
.230
.585 1000 1.0 2.732
.623 1.390 4.830 2.5 3.517
.716 1.710 6.380 i
5.0 2.636
.593 1.510 4.700 10.0 1.459
.379 1.090 2.300 25.0
.596
.155
.402-1.060 2000 1.0-4.771
.969 1.940 7.970 2.5 6.108 1.120 2.570 10.000 5.0 4.607
.996 2.240 6.880-10.0 2.334
.648 1.650 3.480 25.0 1.059
.251
.702 1.520 5000 1.0 9.188 1.360 3.030 13.400 t
2.5 11-380 1.690 4.410 18.100 5.0 7.896 1.520 3.790' 11.000 10.0 3.957 1.210 2.880.-
5.540 i'
25.0 1.719
.474 1.240 2.460 1
i
l l
RETURN PERIOD FREQ PERCENTILES i
SITE
~(YEARS)
(HZ)
MEAN ISTH 50TH 85TH l
INDIAN POINT (CONTINUED) 10000 1.0 14.110 1.730 4.250~ 20.000 l
2.5 18.220 2.330 6.030 26.200 5.0 11.650 2.100 5.390 15.800 10.0 5.623 1.730 3.920 7.880 25.0 2.481
.767 1.680 3.330 KEWAUNEE 500 1.0
.618
.160
.422 1.040 2.5
.562
.135
.358 1.080 5.0
.545
.121
.329
.963 10.0
.280
.046
.188
.526 25.0
.088
.010
.049
.154 1000 1.0 1.062
.228
.697 1.620 2.5 1.015
.194
.602 1.800 5.0 1.020
.176
.552 1.630 10.0
.529
.078
.329 1.020 25.0
.167
.016
.107
.279 2000 1.0 1.670
.325- -1.090 2.520 2.5 1.748
.278 1.010 3.000 5.0 1.794
.257
.926 2.750 10.0
.998
.128
.577-1.670 25.0
.304
.032
.181
.505 5000 1.0 3.038
.518 1.610 4.520 2.5 3.583
.449 1.630 5.690 5.0 3.787
.422 1.590 5.350-10.0 1.940
.237.
1.160 3.170 25.0
.674
.082
.365 1.080 10000 1.0 4.777
.738 2.170 7.010 4
2.5 6.030
.646-2.330 8.490
-i 5.0 6.317
.615 2.350 7.940 10.0 3.171
.376 1.790 4.720 25.0 1.162
.136
.620-1.670 500 1.0 1.000
.209
.623 1.530 i
2.5 1.071
.208
.628
.l.810 5.0
.672
.137
.382 1.150 10.0
.319
.049
.176
.605 25.0
.111
.010
.052
.200
+
1000 1.0 1.553
.318 1.040 2.360 2.5 1.868
.318 1.060 2.980 5.0 1.236
.204
.649 1.960 10.0
.627
.084-
.310 1.130 25.0
.207
.021
.112
.372 2000 1.0 2.411
.483 1.410-3.650 2.5 3.257
.486 1.560-4.910.
5.0 2.194
.302 1.080 3.330 10.0 1.175
.136
.545 1.800 i
25.0
.387
.041
.195
.693
[
B-17 NUREG-1488.
.l 6
I 1
I 4
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN ISTH 50TH 85TH LACROSSE (CONTINUED) 5000 1.0 4.314
.841 2.110 6.480 2.5 6.687
.853 2.600 8.500 5.0 4.681
-.509 1.820 6.210 10.0 2.339
.249 1.110-3.300 25.0
.882-
.101
.406 1.380 10000 1.0 6.698 1.130 2.850 9.120.
2.5 11.340 1.190 3.820 12.900 -
5.0 7.624
.754 2.710
-9.150 10.0 3.762
.394
-1.700 4.900 25.0 1.429
.155
.708 2.140 LASALLE 500 1.0 1.902
.468 1.260 2.790 2.5 2.713
.589 1.520 4.620 5.0 1.508
.294
.829 2.200 10.0
.753
.142
.413 1.150 25.0
.249
.034
.134
.397 1000 1.0 3.029
.736 1.770 4.330 3
2.5 4.556
. 94 F, 2.210 7.000 5.0 2.503
.432 1.250 3.440 10.0 1.275
.204
.670 1.800 25.0
.447
.055
.222
.092 2000 1.0 4.824 1.080 2.500 6.720 o
2.5 7.345 1.290 3.220- 10.400 5.0 4.155
.636 1.780 5.320 10.0 2.068
.291 1.070 2.810 25.0
.803
.092
.366 1.150 5000 1.0 8.649 1.460 3.930 10.400 2.5 13.650 1.870 5.210 17.500 5.0 7.679 1.040 2.830 8.610 10.0 3.777
.468 1.790 4.680 25.0 1.505
.160
.711
.2.000 10000 1.0 12.970' l.830 5.540 14.300 i
2.5 21.750-2.490 6.890 25.300 5.0 12.030 1.360 4.020 12.400 i
10.0 5.727
.670 2.640 6.820 25.0 2.316
.241 1.120 3.020 LIMERICK 500 1.0 1.405
.359
.804 2.170 2.5 1.780
.377 1.010 2.920 5.0 1.452
.314
.838
.2.210 -
10.0
.843
.197
.476 1.410 25.0
.320
.080
.194
.583 1000 1.0 2.487
.568 1.220 3.720 2.5 3.321
.646 1.510 5.240 i
5.0 2.534
-.545 1.340 3.700 10.0 1.435
.343
.884 2.230-25.0
.593
.146
.338 1.050-i NUREG-1488 B-18
"r I
RETURN PERIOD FREQ PERCENTILES I
~ SITE (YEARS)
(HZ)
MEAN 15TH 50TH 85TH LIMERICK (CONTINUED) 2000 1.0 4.402
.901 1.700 6.380 2.5 5.867 1.060 2.250-8.040 5.0 4.422
.944 1.990
'5.800 10.0 2.300
.597 1.400 3.370 25.0 1.057
.239
.590 1.520 5000 1.0 8.679 1.330 2.636 10.900 2.5 10.850 1.660 3.830 14.100 5.0 7.586 1.530 3.360 9.290 5
10.0 3.900 1.160 2.460 5.220 25.0 1.711
.459 1.130 2.470 10000 1.0 13.230 1.720 3.660 16.000 2.5 17.270 2.320 5.490 21.600 5,0 11.080 2.180 5.000 13.300 10.0 5.511 1.710 3.530 7.250 25.0 2.463
.752 1.560 3.310 MAINE YANKEE 500 1.0 1.913
.569 1.190 2.640 2.5 2.239
.582 1.310 3.160 5.0 1.708
.451 1.090 2.320 10.0 1.008
.260
.620 1.430 25.0
.356
.103
.234
.558 1000 1.0 3.111
.931 1.660 4.150 2.5 3.808
.965 1.890 5.130 l
5.0 2.783 720 1.560 3.660 10.0 1.549
.412 1.050
-2.220 25.0
.610
.157
.382
.957 2000 1.0 5.059 1.230 2,310 6.510 2.5 6.157 1.320 2.750 7.630 5.0 4.537
-1.100 2.230 5.570 l
10.0 2.379
.652 1.540 3.330 25.0 1.029
.240
.623 1.390 5000 1.0 9.039 1.710 3.590' 10.300 2.5 10.830 1.950 4.480- 12.900
-5.0 7.516 1.640 3.570 8.740 10.0 3.907 1.150 2.550 5.200 25.0 1.649
.422 1.120 2.240 10000 1.0 13.360 2.190 5.000 14.300 2.5 16.610 2.620 6.040 19.200 i'
5.0 10.810 2.220 5.070 12.300 i
10.0 5.478 1.640 3.550 7.300 25.0 2.356
.646 1.540 3.130 i
MCGUIRE 500 1.0 2.026
.504 1.290
-3.070 2.5 2.308
.509 1.300 3.770 5.0-1.701
.429 1.080 2.500 10.0
.936
.252
.610 1.370 25.0
.322
.106
.228
-.492 B-19 NUREG-1488
7 o
I y
. RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN
-15TH SOTH 85TH MCGUIRE (CONTINUED) i 1000 1.0 3.253
.806 1.760 4.870 2.5 3.868
.836 1.840 5.920 5.0 2.695
.691 1.500 3.940' 10.0 1.424
.393 1.020 2.020 25.0
.528
.157
.354
.811 2000 1.0 5.225 1.130 2.410 7.490 2.5 6.100-1.190 2.600 8.460 5.0 4.270 1.060 2.080 5.770 10.0 2.118
.613 1.460 2.970 25.0
.864
.233
.551 1.210 t
5000 1.0 9.004 1.540 3.650 11.300 2.5 10.290 1.720 4.110 13.600 5.0 6.934 1.530 3.200 8.580 10.0 3.444 1.070 2.330 4.420 25.0 1.403
.392
.987 1.890 10000 1.0 12.870 1.950 4.990 15.500 2.5 15.290 2.270 5.530- 19.400 5.0 9.684 2.020 4.430.11.600
}
10.0 4.694 1.480 3.230 5.960 25.0 1.950
.581 1.340 2.640 MILLSTONE 500-1.0 1.522
.388
.965 2.290 2.5 1.847
.377 1.050 2.980 5.0 1.472
.318
.861 2.220 10.0
.850
.192
.488 1.310 l
25.0
.318
.068
.197
.528-1000 1.0.
2.618
.604 1.340 3.790 2.5 3.348
.600 1.530 5.160 5.0 2.540
.509 1.340 3.680 10.0 1.435
.309
.868
-2.100 25.0
.583
.324
.329
.977 2000 1.0 4.503
.940 1.820 6.270 2.5 5.820
.957 2.250 7.590 5.0 4.382
.814 1.960 5.720 10.0 2.303
.496 1.360 3.280
~
25.0 1.042
.195
.550 1.430 5000 1.0 8.707 1.290 2.730 10.600 2.5 10.760 1.440 3.730 12.600 5.0 7.596 1.310 3.260 9.010 10.0 3.931
.926 2.310 5.210
~'
25.0 1.708
.355 1.050 2.330 10000 1.0 13.380 1.600 3.720 15.300 2.5 17.140 1.950 5.330 18.600 5.0 11.190 1.770- 4.790- 12.700 10.0 5.601 1.340 3.330 7.400 25.0 2.481
.558 1.450 3.230 1
.i
.6 NUREG-1488 B-20 1
i l
RETURN PERIOD FREQ
-PERCENTILES SITE (YEARS)'
(HZ)
MEAN ISTH 50TH 85TH
.MONTICELLO l
500 1.0
.405
.093
.238
.690 2.5
.468
.069
.281
.998 5.0
.481
.071
.287 1.010 10.0
.284
.029
.180
.572 25.0
.095
.008
.047
.174 1000 1.0
.748
.134'
.377 1.220 2.5
.951
.121
.497 1.830 5.0 1.013.
.127
.530 1.780 10.0
.597
.058
.345 1.150 25.0
.188
.012
.112
.335 2000 1.0 1.360
.185
.597 2.010 2.5 1.755
.179
.879 3.340 5.0 1.830
.198
.978 3.120 10.0 1.179
.112
.660 1.940 25.0 365
.025
.199-
.646 5000 1.0 2.937
.284 1.060 3.890 2.5 3.911
.303 1.550 6.580 5.0 4.002
.357 1.700
'6.040 l
10.0 2.411
.213 1.350 3.680 25.0
.878
.067
.422 1.330 10000 1.0 5.258
.393 1.440 6.390 2.5 6.659
.451 2.310 10.000 5.0 6.634
.556 2.560 8.950 10.0 3.888
.346 2.080 5.590 25.0 1.454
.125
.746 2.050 NINE MILE POINT 500' 1.0 1.725
.438 1.000 2.250 2.5 2.001
.405 1.010 2.720 5.0 1.485
.330
.707 2.020 10.0
.769
.191
.409 1.110 25.0
.262
.057
.156
.356 1000 1.0 2.758
.668 1.340 3.440 2.5 3.323-
.612 1.410 4.270 5.0 2.323
.488 1.100 3.040 10.0 1.226
.283
.655
.1.580 t
25.0
.410
.101
.231
.539 2000 1.0 4.410 1.010 1.790 5.270 2.5 5.384
.924 1.960 6.330 5.0 3.635
.721 1.500 4.570 10.0 1.788
.419 1.030 2.230 25.0
.642
.141
.342
.815 5000 1.0 7.859 1.330 2.640 8.570 2.5 8.899 1.330 3.040 10.200 5.0 6.080 1.120 2.270 6.900 10.0 2.947
.705 1.590 3.420 25.0 1.107
.220
.574 1.260 i
B-21 NUREG-1488 L
F
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH 4
NINE MILE POINT (CONTINUED) 10000 1.0 11.070 1.630 3.530 11.700 2.5 13.010 1.710 4.240 14.700 5.0 8.381 1.430-3.100-9.240 10.0 3.978 1.030' 2.200 4.520 25.0 1.500
.309
.848 1.680 NORTH ANNA 500 1.0 1.357
.351
.730 2.250 2.5 1.726-
.384
.920 2.910 i
5.0 1.402
.335
.791 2.260 10.0
.806
.212
.495 1.250 25.0
.315
.089
.201
.507 1000 1.0 2.348
.542 1.130' 3.870 2.5 3.123
.634 1.390 5.210.
5.0 2.386
.563 1.260 3.840 10.0 1.369
.365
.920 1.940 25.0
.575
.153
.349
.906
(
2000 1.0 4.061
.839-1.530 6.650 2.5.
5.482 1.030 2.050 8.000
-l 5.0 4.062
.945 1.830 5.920 10.0 2.160
.627 1.420-3.000 r
25.0 1.027
.248
.605 1.330 5000 1.0 7.984 1.250 2.310 11.100-2.5 9.866 1.610 3.410 14.100' 5.0 6.992 1.510 3.000 9.260 l
10.0 3.650 1.190 2.410
'4.640-25.0 1.625
.472 1.140 2.080 10000 1.0 11.920 1.610 3.150 16.000 2.5 15.390 2.250 5.000 21.500 j
5.0 10.020 2.110 4.360 13.000 10.0 5.059 1.750 3.420 6.470-25.0 2.299
.767 1.550
.2.920 OCONEE 500 1.0 2.094
.642 1.400 3.200 2.5 2.356
.641 1.410 3.930 5.0 1.754
.460 1.160 2.740 10.0 1.006
.267
.702 1.510 25.0
.356
.109
.255
.575-l 1000 1.0 3.356 1.030 1.960 5.180 2.5 3.980 1.040 2.010 6.190 l
5.0 2.849
.740 1.650 4.490 l
10.0 1.539
.421 1.150 2.320 25.0
.610
.165
.422 1.000-
?
2000 1.0 5.378 1.320 2.740-7.950 j
2.5 6.331 1.400 2.860 9.090 5.0 4.626 1.120 2.350 6.440 10.0 2.355
.663 1.690 3.420 25.0 1.028
.250
.697 1.420 l
NUREG-1488 B-22
l RETURN PERIOD FREQ PERCENTILES ~
SITE (YEARS)
(HZ)
MEAN 15TH 50TH-85TH OCONEE (CONTINUED) 5000 1.0 9.329 1.830 4.260 12.400 2.5 11.000 2.050 4.570 15.100 i
5.0 7.520 1.660 3.770 9.900 10.0 3.834 1.160 2.780 5.230 25.0 1.621
.433 1.190 2.240 l
10000 1.0 13.590 2.350 5.950 17.400 2.5 16.710 2.750 6.080 22.100 5.0 10.690 2.230 5.240. 13.700 10.0 5.313 1.640 3.750 7.200.
25.0 2.287
.656 1.580 3.090 OYSTER CREEK 500 1.0 2.243
.475 1.270 3.870 2.5 2.256
.366 1.160 3.740 5.0 1.377
.234
.695 2.140 10.0
.529
.120
.279
.921 25.0
.215
.040
.138
.333 1000 1.0 3.949
.772 1.810 6.800 2.5 4.243
.599 1.750 6.310 l
5.0 2.440
.374 1.170 3.610-10.0 1.026
.186
.481 1.470 25.0
.378
.087
.220
.573 2000 1.0 6.951 1.130 2.570 10.100 a
2.5 7.277
.980
'2.630 9.890 i
5.0 4.324
.597 1.710 5.700 10.0 1.623
.287
.830 2.290 25.0
.664
.139
.349
.985' 5000 1.0 12.720 1.620 4.100 17.000 2.5 14.220 1.520 4.530 17.900 5.0 7.763 1.070 2.820 9.030 10.0 2.975
.510 1.440 3.800 25.0 1.250
.236
.643 1.590 10000 1.0 20.060 2.130 5.830 25.100 2.5 23.280 2.120 6.250 26.300 1
5.0 11.720 1.450 4.110 12.800 10.0 4.276
.788 2.090 5.280 25.0 1.821
.352 1.010
?.270 PALISADES 500 1.0 1.396
.304
.947 1.990 25 1.849
.323 1.040 2.720 5.0 1.245
.228
.669 1.830 j
10.0
.565
.106
.294
.924 25.0
.173
.022
.098
.243 1000 1.0 2.119
.455 1.320 3.040 2.5-3.029
.491 1.460 4.310 a
5.0 2.017
.333 1.070 2.880 i
10.0
.986
.156
.464 1.450 25.0
.287
.038
.155
.402 B-23 NUREG-1488 i
i---
l 1
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH 50TH 85TH PALISADES (CONTINUED) 2000 1.0 3.217
.682 1.800 4.660 2.5 4.963
.747
'2.060
.6.460-5.0 3.266
.486 1.490 4.530 10.0 1.531
.229
.732 2.220 25.0
.476
.065 244
.666 5000 1.0 5.587 1.080 2.700 7.800 l
2.5 8.822 1.170 3.240 10.700 il 5.0 6.041
.802 2.300 7.480 10.0 2.728
.380 1.270 3.760 25.0
.928
.122
.446 1.250 10000 1.0 8.258 1.320 3.680 10.500 t
2.5 13.620 1.510 4.560 15.600 i
5.0 9.290 1.130 3.210 10.800 10.0 4.048
.558 1.830 5.420 t
25.0 1.426
.182
.702 1.910 PEACH BOTTOM 500 1.0 1.417
.347
.751 2.240 2.5 1.810
.362
.925 2.990 5.0 1.462
.298
.789 2.270 10.0
.820
.190
.457 1.330 l
25.0
.315
.070
.189
.559 1000 1.0 2.530
.540 1.160 3.900 2.5 3.401
.606 1.420. 5.370 5.0 2.570
.511 1.290 3.900 10.0 1.413
.332
.861 2.170 25.0
.583
.137
.333 1.030 2000 1.0 4.520
.839 1.620 6.790 2.5 6.000 1.010 2.130' 8.480 5.0 4.516
.874 1.930 6.090 10.0 2.275
.580 1.400 -3.360 25.0 1.046
.230
.587 1.500 5000 1.0 8.906 1.210 2.520 11.500 2.5 11.140 1.580 3.630 15.500 5.0 7.736 1.460 3.280 9.830 10.0 3.882 1.140 2.500 5.260 25.0 1.708
.456 1.140 2.460 f
10000 1.0 13.610 1.650 3.510 17.100 2.5 17.800 2.220 5.300 23.600 5.0 '11.340 2.080 4.890 14.100 10.0 5.498 1.700 3.580 7.390 1'
25.0 2.474
.767 1.600 3.320' PERRY 500 1.0
.972
.257
.583 1.270 3
2.5 1.098
.202
.542 1.590 t
5.0
.858
.158-
.410 1.270 10.0
.440
.078
.241
.741 l
25.0
.168
.020
.079-
.276 j
NUREG-1488 B-24
~!
-J
~l i
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
HEAN 15TH 50TH 85TH PERRY (CONTINUED) 1000
- 1. 0. 1.617
.369
.922 2.010 t
2.5 1.920
.288
.884 L2.560-5.0 1.479
.230
.663 1.990' 10.0
.806
.126
.390 1.230
[
25.0
.293
.035
.137
.475=
2000 1.0 2.680
.531 1.270 3.200 2.5 3.357
.410 1.290 4.150 5.0 2.466
.334 1.050 3.110-10.0 1.326
.192
.630 1.870
-l 25.0
.511
.062-
.221
.816 l
5000 1.0 5.230
.857 1.860 5.910 2.5 6.525
.655 2.020 7.180 5.0 4.849
.549 1.670 5.430 10.0 2.371
.336 1.150 3.180 i
25.0 1.041
.122
.417 1.390 10000 1.0 8.276 1.120 2.490 8.770 l
2.5 10.100
.934 2.840.10.600 5.0 7.030
.799 2.360 7.510 10.0 3.500
.512 1.670 4.360 25.0 1.484
.181
.674 1.960 PILGRIM
-l 500 1.0 2.291
.460 1.180 3.550 2.5 3.965
.700 1.880 6.510 l
5.0 3.235
.512 1.600 4.910 10.0 1.723
.269
.907 2.620 l
25.0
.694
.097
.317 1.110' 1000 1.0 4.057
.740 1.680 6.030
?
2.5 6.964 1.130 2.960 '10.300
+
5.0 5.768
.888 2.530 7.280 10.0 3.027
.458 1.470 4.110 25.0 1.276
.159
.585 1.770 2000 1.0 7.144 1.100 2.390 9.070 2.5 11.640 1.580 4.670, 16.300 5.0 9.139 1.320 4.000 10.700' 10.0 4.658
.777 2.290 6.250-25.0 2.056
.258 1.050 2.820 5000 1.0 12.900
-1.530 3.800 14.600 2.5 22.670 2.480 7.350 27.300 5.0 16.790 2.100 6.440 17.900 10.0 8.234 1.380 3.890 10.500 l
25.0 3.627
.490 1.760
'4.340 i
10000 1.0 20.170 1.970
-5.400 20.900 2.5 34.710 3.480 10.200 37.700 5.0 25.510 3.000 8.740 '25.500 3
10.0 11.890 2.030 5.580 14.600 l
25.0 5.189
.794 2.600 5.920
~ '
-i i
L B-25 NUREG-1488 f
a h
[
a f
RETURN PERIOD FREQ PERCENTILES i
SITE (YEARS)
(HZ)
MEAN ISTH 50TH 85TH POINT BEACH 500 10
.641
.162
.430 1.050 2.5
.570
.133 359 1.090 5.0
.549
.125
.333
.943 l
10.0
.285
.047
.184
.533 25.0
.089
.010
.048'
.154 1000 1.0 1.093
.232
.710 1.630 2.5 1.026
.192
.600 1.790 5.0 1.022
.184
.559 1.620 10.0
.537
.078
.320 1.030 25.0
.168
.016
.104
.278 2000 1.0 1.706
.333 1.100 2.540 2.5 1.757
.277 1.000 2.950
.i 5.0 1.793
.271
.937 2.750 10.0 1.009
.128
.556
-1.680 25.0
.307
.033
.176
.503-5000 1.0 3.073
.536 1.630 4.550 2.5 3.579
.448 1.630 5.560 5.0 3.767
.454 1.600 5.380
-10.0 1.956
.236
'1.120, 3.180 l
25.0
.679
.081
.354 '1.070 10000 1.0 4.796
.768 2.200 7.050_
i 2.5 5.999
.645 2.350 8.340_
5.0 6.271
.669 2.360 7.830 10.0 3.187
.374 1.720 4.680 25.0 1.169
.135
.601' 1.660 4
PRAIRIE ISLAND 1
500 1.0
.526
.138
.356
.891 2.5
.665
.144
.409 1.300 5.0
.513
.101
.317 1.010 10.0
.239
.030
.159
.455 25.0
.080
.008
.043
.155 1000 1.0-
.916
.202
.587 1.470
.i 2.5 1.243
.219
.719 2.350 5.0 1.006
.156
.566 1.760
.t 10.0
.477
.052
.289
.923 25.0
.163
.013
.101
.296 2000 1.0 1.500
.297
.967 2.380 2.5 2.242
.331 1.170 4.250 5.0 1.798
.239
'I.010 3.080 10.0
.951
.091
.525 1.570 25.0
.311
.025
.180
.567 5000 1.0 2.834
.494 1.460 4.490 2.5 4.888
.574 1.960 8.180 5.0 3.870
.421 1.750 5.960 10.0 1.938
.173 1.120 3.060 25.0
.732
.059
.386 1.220 NUREG-1488 B-26 5
h l
i RETURN PERIOD FREQ PERCENTTI.ES SITE
-(YEARS)-
(HZ)
'MEAN ISTH 50TH 85TH PRAIRIE ISLAND (CONTINUE 0) 10000
- 1.,^
4.587
.726-1.980: -7.190 2.5 8.180
.869 2.880 13.100 5.0 6.482
.647 2.660 8.800 1
10.0 3.232
.277 1.750 4.610
}
25.0 1.261
.110-
.687 1.900 i
QUAD CITIES 500 1.0 1.284
.309
.873
_1.800 2.5 1.061
.248
.577 1.600 4
5.0
.738
.172
.375 1.140 10.0
.379
.085
.205
.627 25.0
.141
.018
.065
.222 1000 1.0 1.987
.469 1.250 2.740 2.5 1.796
.367
.954 2.580 5.0 1.283
.241
.597 1.840 10.0
.681
.131
.329 1.090 25.0
.244
.031
-.118
.381 2000 1.0 3.076
.712 1.680 4.150 2.5 3.042_
.542 1.320 4.160 5.0 2.147
.338
.950 2.960 10.0 1.162
.193
.530 1.680 25.0
.422
.052
.187
.652 l
5000 1.0 5.481 1.120 2.500-7.140
'l 2.5 5.885
.909 1.990 7.040 5.0 4.243
.528 1 480 5.340 10.0 2.068
.321
.994 2.990 25.0
.874
.103
.347-1.180 l
10000 1.0 8.237 1.400 3.360 9.640 l
2.5 9.051
-1.180 2.710 10.100 5.0 6.387
.741 2.050 7.180 l
10.0 3.149
.472 1.430 4.050 25.0 1.300
.155
.553 1.630 RIVER BEND l
500 1.0 1.788
.393 1.150
.2.760 I
2.5 1.201
.224
.679 1.750
')
5.0
.546
.125
.29?
.904 l
i 10.0
.219
.039
.123
.331-25.0
.078.
.011
.032
.119 1000 1.0 2.864
.631 1.670 4.430 2.5 1.999
.340 1.100 2.800' 5.0
.956
.179 465 1.430 10.0
.381
.064
.192
.559 25.0
.147
.016
.062
.202 2000 1.0 4.587 1.010 2.450 7.060 2.5 3.328
.516 1.560 4.490 5.0 1.607
.255
.738 2.210 10.0
.664
.103
.300
.943 25.0
.261
.029
.112
.343 B-27 NUREG-1488 I
j i
i RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN ISTH 50TH 85TH RIVER BEND (CONTINUE 0) 1.420 4.040 10.700 i
5000 1.0 8.162 2.5 6.452
.898 2.490 7.570 5.0 3.178
.408 1.240 3.920 10.0 1.303
.171'
.540 1.660
_l 25.0
.553
.061
.206
.691-10000 1.0 11.710 1.840 5.900 14.600-2.5 10.510 1.200 3.550 11.100 5.0 5.267
.582 l'.700
.5.800
'i 10.0 2.049
.249
.842 2.520 25.0
.978
.105
.326 1.110 ROBINSON 500 1.0 8.356
.797 2.310 9.880 2.5 7.141
.711 2.180 8.760 l'
5.0 4.521
.399 1.350 5.220 i
10.0 1.481
.200
.552 1.870 25.0
.714
.080
.215
.935 1000 1.0 14.250 1.210 3.660 15.400 2.5 12.330 1.140 3.500 13.300 5.0 7.389
.658 2.010 7.340 10.0 2.424
.308
.961 2.870 25.0 1.218
.131
.340
'I.350 2000 1.0 24.310 1.670 5.780 24'100-2.5 21.250 1.590. 5.380 20.200 5.0 11.750 1.050
'3.000 10.300 10.0 3.732
.475 1.390 4.040 25.0 1.864
.195
.538 1.880 5000 1.0 47.310 2.560 8.930 42.400 5
2.5 38.380 2.470 7.990 33.800 5.0 21.520 1.540 5.050 16.200 10.0 6.207
.842 2.220 6.250-25.0 3.199
.328
.984 2.940-10000 1.0 70.920 3.530 11.700 57.500 2.5 54.780 3.440 10.800 45.000 5.0 31.550 2.070 6.430 22.000 1
10.0 9.034 1.190 3.120 8.670-l 25.0 4.383
.487 1.320 3.750 SALEM 500 1.0 2.227
.483 1.270 3.510 2.5 2.356
.399 1.200 3.950 5.0 1.429
.262
.783 2.290 t
10.0
.608
.136
.339 1.030 25.0
.229
.050
.141
.346 1000 1.0 3.913
.792 1.820 6.090 2.5 4.467
.660 1.820' 6.570 t
5.0 2.451
.435 1.260 3.940 10.0 1.131 215
.590 1.580 25.0
.401
.107-
.224
.597 NUREG-1488 B-28 i
h i
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
HEAN 15TH SOTH 85TH SALEM (CONTINUED) l 2000 1.0 6.873 1.160 2.590 9.430 2.5 7.499 1.060 2.750 10.300-5.0 4.204
.722 1.850 6.070 10.0 1.777
.340' 1.020 2.410 25.0
.704
.162
.355 1.020 5000 1.0 12.580 1.670 4.150 16.000 2.5 14.370 1.670 4.740 18.500 5.0 7.336 1.240 3.060 9.600 10.0 3.178
.625 1.710 3.890 25.0 1.293
.281
.655 1.660 10000 1.0 19.810 2.210 5.930 23.800 2.5 23.110 2.360 6.490 27.300 5.0 10.760 1.700 4.490 13.600 10.0 4.524
.990 2.530 5.380 25.0 1.867
.426 1 030 2.410 SEABROOK 500 1.0 2.025
.511 1.160 2.820 2.5 2.586
.498 1.330 4.030 5.0 2.073
.399 1.160 3.030 10.0 1.282
.240
.721 1.940 25.0
.512
.081
.275.
.916 1000 1.0 3.520
.831 1.630 4.640 2.5 4.777
.827 1.990- 6.410 5.0 3.613.
.644 1.740 5.100-10.0 2.075
.391.
1.230 3.110 25.0
.995
.143
.485
-1.370 2000 1.0 6.118 1.180 2 280
'7.450 2.5 7.629 1.230 2.990 9.420 5.0 5.833 1.030
-2.620 7.180 10.0 3.250
.637 1.870 4.330-25.0 1.436
.235
.856 1.960 i
5000 1.0 10.960 1.670 3.570 11.900 2.5 13.950 1.900 5.070 15.700 5.0 9.532 1.600 4.480 11.300 10.0 5.112 1.170 3.190 6.710 25.0 2.325
.457 1.390 3.100 i
10000 1.0 16.620 2.180 5.000 16.900
+
2.5 21.840 2.650 6.690 22.700 5.0 13.820 2.240.
6.000 15.900 10.0 7.200 1.740 4.310.9.240 25.0 3.208
.754 1.920 3.900 l
SEQUOYAH 500 1.0 2.235
.662 1.520 3.730 l
2.5 2'.357
.597 1.410 4.250 5.0 1.742
.466
.l.150 2.880 10.0 1.015
.260
.688 1.570 25.0
.363
.099
.257.
.647 t
B-29 NUREG-1488 t
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH SEQUOYAH (CONTINUED) 1000-1.0 3.646 1.040 2.180 6.320 1
2.5 4.045
.962 2.060 6.730 5.0 2.907
.732 1.660 4.870 10.0 1.601
.417 1.160-2.530-25.0
.659
.159
.448-1.110 2000 1.0 5.949 1.350 3.120 ~9.300 2.5 6.506 1.320 3.000 10.200 5.0 4.851 1.100 2.400 6.970-10.0 2 525
.670 1.770 3.730 25.0 1.114
.255
.781 1.610
+
5000 1.0 10.150 1.890 5.010 14.800 2.5 11.540 1.960 4.930 17.600 l
5.0 7.903 1.650
-3.900 '11.100 10.0 4.126 1.190 3.050 5.830 25.0 1.790
.476 1.330 2.620 10000 1.0 14.760 2.440 7.090 21.100 2.5 17.800 2.650 6.440 25.600 5.0 11.360 2.240 5.420 15.700 t
10.0 5.783 1.720 4.110
'8.180 25.0 2.562
.763 1.850 3.430 j
SHEARON HARRIS 500 1.0 1.415
.356'
.912 2.210 a
2.5 1.605
.393 1.040 2.640 5.0 1.204-
.338
.757 1.890 10.0
.607
.199-
.413 1.010 25.0
.227
.067
.156
.355 1000 1.0 2.238
.549 1.290 3.550 i
2.5 2.606
.629 1.460- 4.350 5.0 1.885
.530 1.170 3.010 10.0 1.029 302
.675
-1.520 25.0
.371
.116
.248
.591 2000 1.0 3.542
.847 1.760 5.700 2.5 4.232, 1.000 2.060 6.590 5.0 2.951
.831 1.620 4.770 10.0 1.539
.458
~1.080 2.300 25.0
.608
.170
.393
.983 5000 1.0 6.498 1.250 2.640 9.470
.I 2.5 7.392 1.450 3.240 10.900 5.0 5.253 1.280 2.500 7.420 1
10.0 2.618
.793 1.730 3.710
+
25.0 1.112.
.284'
.724 1.540 10000 1.0 9.459 1.590 3.590 13.300 1
2.5 11.030 1.920 4.560 16.100 t
5.0 7.374 1.680 3.460 10.300 10.0 3.690 1.160 2.480 5.080 I
25.0 1.562
.418 1.090 2.150
[
NUREG-1488 B-30 b
f
1
. RETURN PERIOD FREQ PERCENTILES
]
SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH i
SHOREHAM 500 1.0 2.796
.565 1.440 4.590 2.5 2.713'
.441 1.370 4.830 5.0 1.760
.309
.959
- 2.750 10.0
.752
.142
.360 1.270 25.0
.297
.056
.164
.477-1 1000 1.0 4.949
.933 2.110 7.810 2.5 5.161
.736 2.070 7.920 5.0 3.180
.494 1.440 4.780 10.0 1.349
.227
.633 2.020 25.0
.561
.111
.272
.890 2000 1.0 8.491 1.270 3.070 11.900 i'
2.5 8.734 1.140 3.150 L12.900 5.0 5.560
.790 2.140 7.090 10.0 2.221
.362 1.080 3.150 25.0 1.040
.174-
.451 1.370 5000 1.0 16.250 1.830 5.070 20.600 2.5 17.510 1.750 5.320 23.700 5.0 10.090 1.290 3.590 11.700 10.0 3.947
.673 1.820 5.020 25.0 1.805
.314
.878 2.290 t
10000 1.0 26.570 2.410 7.270 31.300 1
2.5 28.060 2.420 7.170 34.300 j
5.0 15.840 1.770 5.220 17.100 j
10.0 5.782 1.050 2.720 7.150 e
25.0-2.740
.492 1.240 3.230 1
SOUTH TEXAS 500 1.0
.730
.140
.397 1.170 2.5
.474
.096
.252
.856 5.0
.280
.047
.158
.571 10.0
-.109
.014
.057'
.208 25.0
.037
.006
.017
.091
^!
1000 1.0 1.276
.210
.682 1.960 2.5
.908
.148
.430 1.540 5.0
.573
.097
.275 1.160 10.0
.209
.025
.117
.407 25.0
.101
.010
.039
.169 2000 1.0 2.196
.317 1.100 3.290 2.5 1.728
.224
.734 2.700 5.0 1.136
.147
.479 1.950 10.0
.402
.046
.200
.795 25.0
.184
.014
.090
.303 5000 1.0 4.503
.544 1.710 6.500 2.5 4.040
.389 1.330 5.500 5.0 2.436
.249
.996 3.870 10.0
.954
.102
.404 1.550 25.0
.406
.029
.180
.652 i
B-31 NUREG-1488
i j
RETURN PERIOD FREQ PERCENTILES' SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH SOUTH TEXAS (CONTINUED) 10000 1.0 7.659
.819 2.390 9.890 2.5 7.125
.590 1.950 8.530 5.0 4.336
.371 1.450
'5.980 10.0 1.545
.152
.688 2.440 25.0
.740
.052
.295 1.100 ST. LUCIE 500 1.0
.651
.120
.344 1.200 2.5
.428
.075
.230
.815 1
5.0
.241'
.037
.136
.504 10.0
.100
.014
.050
.196 25.0
.032
.005
.015
.089 1000 1.0 1.194
.196
.600 1.950 2.5
.860
.130
.402 1.490 5.0
.501
.072
.235 1.050 10.0
.193
.024
.104
.378 25.0
.088
.008
.035
.168 2000 1.0 2.026
.319 1.030 3.160 2.5 1.624
.198
.703 2.630 5.0 1.033
.122
.403 1.790 10.0
.371
.041.
.177
.727 25.0
.169
.011
.080
.302 5000 1.0 4.077
.609 1.610 5.990:
2.5 3.675
.345
-1.310 5.420 5.0 2.262
.206
.825 3.650 10.0
.883
.086
.358 1.440 25.0
.377
.027
.169
.652 10000 1.0 6.919
.991 2.260 9.150 2.5 6.495
.525 1.940 8.440 5.0 4.093
.306 1.270-5.790 10.0 1.461
.135
.611 2.-230 25.0
.689
.051
.278 1.110 SUMMER 500 1.0 3.161
.502 1.310 4.640' 2.5 3.862
.479 1.440 5.410 5.0 2.667
.405 1.200.3.710 10.0 1.371
.242
.642 1.920 25.0
.488
.093
.233
.712 1000 1.0 5.648
.814 1.850 7.560 2.5 6.483
.784 2.130 7.870' 5.0 4.545
.655 1.700 5.620 10.0 2.143
.385 1.080 2.910 25.0
.840
.147
.371 1.110 2000 1.0 9.033 1.160 2.630 10.500' 2.5 10.160 1.170 3.150 11.500 5.0 6.812 1.040 2.400 7.660 10.0 3.263
.614 1.560 3.980 25.0 1.269
.225
.592 1.550 NUREG-1488 B-32 P
- -~
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH l
SUMMER (CONTINUED) 5000 1.0 15.420 1.620 4.170- 16.400 2.5 18.390 1.770 5.160 18.800 i
5.0 11.210 1.540 3.800 11.500 10.0 5.121 1.100 2.550 5.940 25.0 -2.019
.396 1.060 2.410.
10000 1.0 23.100 2.090 5.920 22.800 2.5 27.300- 2.410 6.530 26.800 e
5.0 16.330 2.070 5.230 15.800 10.0 7.203 1.560 3.500 8.040 25.0 2.867
.608 1.430 3.210 i
SURRY 500 1.0 1.945
.436 1.150 3.050 2.5 1.846
.360 1.050 3.050 5.0 1.097
.231
.579 1.560 10.0
.475
.111
.248
.694
.i 25.0
.177
.037
.112
.243 1000 1.0 3.294
.697 1.650 5.190 2.5 3.311
.583 1.530 5.250 i
5.0 1.836
.356 1.020.
2.520 10.0
.898
.172
.414 1.180 25.0
.306
.073
.178
.411 i
2000 1.0 5.579 1.060 2.350 8.290 2.5.
5.758
.944
-2.230 7.960 5.0 3.075
.546 1.490 4.060 10.0 1.468
.265
.690 1.850 l
25.0
.529
.124
.283
.693 5000 1.0 10.470 1.490 3.770 13.900 l
2.5 10.870 1.490 3.660 13.800 5.0 5.807
.963 2.440 6.660 10.0 2.702
.471 1.250 3.250-25.0 1.063
.213
.523 1.260 10000 1.0 16.450 1.930 5.-390 :20.500.
2.5 17.580 2.070 5.270 20.900 5.0.
8.619 1.320 3.550 9.220 10.0 3.995 -.726 1.820 4.550 25.0 1.564
.319
.831 1.840 i
SUSQUEHANNA 500 1.0 1.232
.340
.760 1.840 2.5 1.469
.320
.824 2.230 5.0 1.180
.262
.654 1.770 10.0
.629
.159
.371 1.110 25.0
.242
.047
.147
.426 1000 1.0 2.075
.511 1.150 2.930 2.5 2.603
.494 1.280 3.640 5.0 1.985
.409 1.090 2.790 10.0 1.134
.250
.638 1.710 25.0
.428
.094
.239
.759 8-33 NUREG-1488
I RETURN PERIOD FREQ PERCENTILES-1 SITE (YEARS)
(HZ)
MEAN-15TH 50TH 85TH SUSQUEHANNA (CONTINUED) 3.497
.768 1.570 4.670 2000 1.0 2.5 4.612-
.763 1.860 5.740 5.0 3.340
.638 1.570 4.410 1
10.0 1.780
.393 1.070 2.610 25.0
.756
.149
.389 1.200 5000 1.0 6.969 1.160 2.350 8.130 i
2.5 8.504 1.230- 3.060 9.610 5.0 6.126 1.100-2.550 7.110 i
10.0 3.175
.714 1.790 4.170 25.0 1.350
.265
.742 1.900 10000 1.0 10.550 1.450 3.200 11.300 2.5 13.330 1.650 4.460 14.200-5.0 8.882 1.490 3.680 9.970 l
10.0 4.471 1.090- 2.630 5.790 25.0 1.940
.410 1.120 2.690 i
THREE MILE ISLAND 500 1.0 1.552
.350
.776 2.560 2.5 2.008
.354
.961 3.500 5.0 1.601
.290
.780 2.640 10.0
.924
.177
.436 1.470 25.0
.345
.065
.183
.643-1000 1.0 2.778
.538 1.190 4.460 l
2.5 3.815
.579 1.460 5.960 5.0 2.824
.488 1.280 4.490 t
10.0 1.524
.307
.800 2.330 l
25.0
.644
.129
.320 1.120 2000 1.0 4.973
.828 1.660 7.510 2.5 6.517
.949 2.190-9.130 5.0 4.981
.821 1.910 6.630 10.0 2.442
.531 1.320 3.490 25.0 1.114=
.212
.560 1.590 5000 1.0 9.483 1.260-2.570 12.500 i
2.5 11.940 1.510 3.740 16.000-5.0 8.179 1.390 3.240 10.600 i
10.0 4.068 1.070 2.350-5.440 25.0 1.803
.410 1.100 2.550 10000 1.0 14.330 1.620 3.590 18.400 2.5 18.880 2.120 5.420 23.700 5.0 11.890 1.980 4.850 15.000 10.0 5.737 1.590 3.440 7.600 25.0 2.597
.676 1.5 0 3.370 TURKEY POINT 500 1.0
.205
.030
.129
.386 2.5
.152
.018
.100
.333 5.0
.109
.012
.072
.248 10.0
.055
.007
.032
.141-25.0
.016
.002
.012
.051-1 NUREG-1488 B-34 i
y
RETURN PERIOD FREQ PERCENTILES-SITE (YEARS)
(HZ)
MEAN ISTH SOTH 85TH i
TURKEY P0lNT (CONTINUED) 1000 1.0
.382
.065
.213
.761-2.5
.324
.038
.179
.719 5.0
.244
.023
.149
.559-10.0
.142
.010
.091
.298 25.0
.053
.004
.026
.134 l
2000 1.0
.711
.120
.352-1.330 2.5
.693
.077
.319 1.380 5.0
.549
.044
.276 1.150 10.0
.298
.020
.175
.631 25.0
.134
.007
.078
.251 l
5000 1.0 1.536
.207
.684-2.480 i
2.5 1.718
.150
.687 2.940 l
5.0 1.396
.104
.626 2.250 10.0
.797
.051
.396 1.410 25.0
.302
.013
.179
.578 10000 1.0 2.674
.313 1.070 3.970 2.5 3.277
.229 1.140 5.130 5.0 2.475
.163 1.090 3.730
^
10.0 1.399
.100
.734 2.280 25.0
.559
.028
.304 1.050 i
VERMONT YANKEE
{
500 1.0 2.015
.537 1.200 3.290-
'i 2.5 2.438
.570-1.370 4.300 5.0 1.834
.473 1.140 2.960 I
10.0 1.045
.284
.681 1.590
{
25.0
.363
.120
.242
.580 1000 1.0 3.306
.864
.l.660 5.340.
2.5 4.164
.948 1.970 6.730 i
5.0 2.967
.775 1.600-4.810 10.0 1.581
.454 1.120 2.400 25.0
.599
.175
.381
.967 t
2000 1.0 5.425 1.180 2.290 8.160 2.5 6.610 1.300 2.830 -10.100 5.0 4.799 1.140 2.250 6.850 10.0 2.392
.725 1.590 3.470 l
25.0
.991
.255
.598 1.380 5000 1.0 9.615 1.600.
3.510 12.900 2.5 11.580 1.920 4.580 17.300 5.0 7.837 1.650 3.510.10.800 10.0 3.897 1.210 2.540-5.300 25.0 1.589
.421 1.050 2.180 10000 1.0 14.250 2.030 4.860- 18.200 2.5 17.690 2.590 6.040 24.400 5.0 11.270 2.170 4.930 15.200 10.0 5.461 1.630 3.460 7.310 25.0 2.267-
.614 1.400 3.060 l.
B-35 NUREG-1488
o RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH 50TH 85TH
.t' V0GTLE 500 1.0 6.973
.889 2.360 9.410 2.5 6.372
.574 2.090 7.660 5.0 3.675
.343 1.320 4.600; i
10.0 1.295
.167
.538-1.800 i
25.0
.518
.072
.211
.700 1000 1.0 10.920.
1.300 3.730 14.000
-i 2.5 10.330
.999 3.410 11.600 5.0 5.961
.567 1.940 -6.620 10.0 1.995
.263
.931 2.660 25.0
.884
.124-
.325 1.100 i
2000 1.0 17.090 1.810 5.880 20.700 2.5 16.760 1.410 5.340 17.700 5.0 8.737
.936 2-.870 9.290
[
10.0 3.057
.415 1.340 3.720 25.0 1.309
.180
.499 1.530 5000 1.0 30.870 2.790 8.960 -34.900 2.5 29.540 2.210 7.870 28.200 i
5.0 14.480 1.440 4.790 14.500 10.0 4.810
.759 2.070 5.580 25.0 2.077
.295
.880 2.380 10000 1.0 46.750 3.880 11.600 49.100-2.5 42.580 3.110 10.600 39.500-5.0 21.110 1.950 6.180 20.400-10.0 6.776 1.130 2.890 7.580 25.0 2.946
.430 1.210 3.220 WATERFORD 500 1.0 1.704
.318
.1.050 2.770 2.5 1 040
.182
.577 1.610 i
5.0
.521
.110
.259
.863 10.0
.200
.030
.104
.340-25.0
.081
.008
.025
.138 1000 1.0 2.840
.511 1.520 4.600 2.5 1.853
.272
.999 2.630 5.0
.977
.155
.418 1.430 10.0
.378
.049
.165
.613-25.0
.163
.011
.052
.244 2000 1.0 4.733
.821 2.190 7.370 2.5 3.301
.407 1.400 4.300 5.0 1.712
.219
.677 2.280 10.0
.715
.081
.264 1.080 l
25.0
.304
.018
.104
.431 5000 1.0 8.700 1.260 3.550 11.000 i
2.5 6.883
.693 2.180 7.400 5.0 3.578
.346 1.200 4.210 10.0 1.451
.139
.489 1.950 25.0
.695
.036
.196-
.915 r
NUREG-1488 B-36
q i
i RETURN PERIOD FREQ ~
PERCENTILES j
SITE (YEARS)
(HZ)
MEAN ISTH SOTH 85TH WATERFORD (CONTINUED) 10000 1.0 12.870 1.620 5.120 14.900 1
2.5 11.700 1.020 3.050 10.900 5.0 5.910
.488 1.720 6.230 10.0 2.318
.200 781 3.040
.i 25.0 1.187
.061
.317 1.330 l
WATTS BAR 500 1.0 2.283
.722 1.520 3.680 2.5 2.371
.657 1.410 4.210 5.0 1.740
.481 1.120 2.810 j
10.0 1.020
.274
.680 1.530 25.0
.366
.098
.253
.633' 1000 1.0 3.686 1.090 2.170 6.150 2.5 4.038 1.040 2.060 6.620 i
5.0 2.904
.759 1.630 4.770 10.0 1.611
.437 1.150 2.450 25.0
.666
.159
.439 1.100 i
2000 1.0 5.952 1.410 3.090 8.980 2.5 6.489 1.410 3.010 9.880 5.0 4.845 1.130 2.380 6.800 l
10.0 2.544
.698 1.740 3.650 25.0 1.121
.255
.762 1.580 5000 1.0 10.120 1.970 4.940 14.000'
-t 2.5 11.540 2.090 4.990 16.800 5.0 7.911 1.670 3.920 10.600 10.0 4.154 1.220 3.020 5.750 25.0 1.799
.479 1.310 2.560 10000 1.0 14.730 2.540 7.020' 19.500 2.5 17.830 2.810 6.460 24.400 5.0 11.390 2.260 5.450 14.900 10.0 5.829 1.760 4.070 8.120 25.0 2.572
.770 1.800 3.380 WOLF CREEK 500 1.0 1.175
.367
.967 1.620 2
2.5
.963
.274
.626 1.440 3
5.0
.658
.196
.391 1.040 10.0
.350
.104
.213
.543 25.0
.129
.020
.072
.198 1000 1.0 1.743
.572 1.300 2.380 2.5 1.533
.410 1.000 2.250 j
5.0 1.082
.288
.596 1.560 10.0
.578
.154
.331
.893 25.0
.209
.037
.124
.315 2000 1.0 2.584
.892 1.730 3.480 2.5 2.429
.615-1.350 3.510 5.0 1.707
.421
.906 2.340 10.0
.954
.229
.515 1.350 l
25.0
.340
.070
.193
.500 B-37 NUREG-1488 e
_~
RETURN PERIOD FREQ PERCENTILES SITE (YEARS)
(HZ)
MEAN 15TH SOTH 85TH WOLF CREEK (CONTINUE 0) 5000 1.0 4.350 1.260
.2.510 5.780 2.5 4.464 1.030 1.980 5.970 5.0 3.122
.697 1.410
.4.000 f
10.0 1.627
.385 923 2.270 25.0
.646
.133
.346
.923
?
10000 1.0 6.451 1.560 3.330 8.090 2.5 6.773 1.320 2.660 8.340 1
5.0 4.928 1.010 1.940 5.710-10.0 2.417'
.571 1.340-3.260
]
25.0 1.033
.194
.537 1.300 YANKEE R0WE 500 1.0 2.984
.485 1.330 4.730 2.5 5.271
.854 2.270 8.150 1
5.0 3.212
.539-1.480 5.140 1
10.0 1.541
.283
.777 2.130 25.0
.536
.120
.296
.825 1000 1.0 5.136
.769 1.860 7.610 2.5 8.592 1.260 3.480 13.000 5.0 5.444
.887 2.190 7.290 l
10.0 2.465
.452 1.230 3.290
.t 25.0
.944
.182
.477 1.290
[
2000 1.0 8.395 1.110 2.590 10.700
.i 2.5 14.010 1.750 5.220 20.600 f
5.0 8.370 1.250 3.250 10.300 l
10.0 3.718
.721 1.800 4.810-25.0 1.421
.278
.771 1.920 5000 1.0 14.670 1.520 4.000 16.900 2.5 25.980 2.700 7.660 32.200 5.0 14.780 1.860 5.300 16.400.
10.0 6.058 1.230 2.980 7.940 25.0 2.381
.486 1.280 3.170 10000 1.0 22.'390 1.930 5.580 23.900 2.5 39.210 3.750 10.200. 44.600 5.0 22.430 2.510 6.860 22.700 10.0 8.729 1.710 3.960 11.000 i
25.0 3.414
.741 1.750 4.240 i
ZION 500 1.0 1.415
.323
.952 2.070 2.5 1.709
.316 1.080 2.740 I
5.0 1.222
.224
.726 1.960 10.0
.609
.101
.343 1.070 25.0
.185
.021
.111
.324 i
1000 1.0 2.228
.505 1.330 3.250 2.5 2.885
.479 1.590 4.590 5.0 2.154
.330 1.170 3.260 10.0 1.101
.157
.586 1.730 25.0
.353
.037
.187
.612 NUREG-1488 B-38
-RETURN PERIOD FREQ PERCENTILES I
SITE (YEARS)
(HZ)
MEAN 15TH 50TH 85TH ZION (CONTINUFD) 2000 1.0 3.507
.790 1.830 5.100 2.5 4.873
.726 2.340 6.990 5.0 3.796 484 1.720 5.320
-10.0 1.850
.244 1.000 2.790 25.0
.671
.066
.317 1.100 5000 1.0 6.388 1.190 2.780 8.500 2.5
-9.188 1.160 3.900 11.900' 5.0 7.277
.805 2.850 8.930
[
10.0 3.536
.436 1.750 4.680 25.0 1.363
.133
.634 1.940 10000 1.0 9.481 1.490 3,820 11.700 2.5 14.820 1.520 5.520 17.800 5.0 11.400 1.130 4.190 13.200
~!
10.0 5.380
.677 2.660 6.850 l
25.0 2.116
.212 1.050 2.980 t
t' t
S L
b P
B-39 NUREG-1488
-eaw.4 e <un ge m
=
APPENDIX C SAFE-SHUTDOWN EARTHQUAKE SPECTRA.
- :, -., ~ - -. -, -, -.. - -,... - - - -..
.1 i
FREQUENCY SPECTRAL VELOCITY
}
SITE (Hz)
(CM/SEC)
ARKANSAS 1
.30 34.3
-l 1.00 27.4 2.50 18.5 5.00 9.1 10.00 3.6 i
20.00 1.6 25.00 1.3 33.00 1.0 l
ARKANSAS 2 i
.10 14.7 i
.21-32.1 1
1.00 32.1 2.00 32.1 2.50 25.8
-l 5.00 13.0 6.70 9.5 10.00 5.6 25.00 1.5 33.00 1.0 BEAVER VALLEY I l
.10 4.8
?
.50 24.1 1.00-24.4 2.00 25.4 2.50 20.0 l
5.00 10.4 1
10.00 3.0 20.00.
.9 25.00
.7 1
33.00
.6 i
BEAVER VALLEY 2 1
.10 5.I'
.50 25.4 1.00 25.4 l
2.00 25.4 i
2.50 21.0-i 5.00 10.4 6.00 8.6 l
10.00 3.5
-l 20.00 1.0 I
25.00
.8 33.00
.6 l
l i
i i
C-1 NUREG-1488 i
E
FREQUENCY-SPECTRAL VELOCITY ~
SITE (Hz)
(CM/SEC) l t
BELLEFONTE j
.25-53.0 1.00 41.0 1
2.50 35.0
,i 5.00 15.8 9.00 8.1 10.00 6.6 4
25.00 1.4 33.00
.8 i
BIG ROCK POINT
.50 19.0 j
1.00 19.6 2.50 10.9 i
3.33 9.6 5.00 6.8 10.00 2.9 20.00 1.0 3
25.00
.8 33.00
.5 BRAIDWOOD
.25 58.9 1.00 46.0 2.50 38.9 5.00 18.0 9.00' 9.0 10.00 7.5 25.00 1.5 33.00
.9 BROWNS FERRY
.30 33.0 1.00 26.2
-2.50-18.5 5.00 9.7 10.00 3.6 20.00 1.6' 25.00 1.3 33.00 1.0 L
BRUNSWICK
.30
'32.5 1.00 32.5 j
1.90 32.5 2.50 25.5 i
i 5.00 12.6 6.70 9.6 L
10.00 4.1 l
14.00-1.8 l'
20.00 1.3 l
25.00-1.0 1
33.00
.8 NUREG-1488 C l l
1 FREQUENCY SPECTRAL' VELOCITY' l
' SITE (Hz)
(CM/SEC)-
- l BYRON
.25 58.9 1.00
'46.0 2.50 38.9 l
5.00 18.0 9.00 9.0 10.00 7.5
?
25.00 1.5 33.00
.9 CALLAWAY
.25 58.9 1.00 46.0 2.50 38.9 5.00 18.0 9.00
'0 10.00 75 25.00 1.5 i
33.00
.9 CALVERT CLIFFS j
.10 12.4-
.20 23.4
.30 26.7 1.00 20.1 1
I 2.00 15.7 2.50 14.0 l
5.00 6.6 i
10.00 2.5 l
20.00 1 -. 2 i
25.00 1.0 l
33.00
.7-CATAWBA l
.25 21.1
.33 27.9 1
1.00 27.9 2.00 27.9 i
2.50 22.7 5.00 11.0 6.00 9.4 10.00 4.4 20.00 1.6' 25.00 1.2 l
33.00
.8
'i i
P C-3 NUREG-1488
~
l FREQUENCY-SPECTRAL ~ VELOCITY
[
SITE (Hz)
(CM/SEC)
CLINTON 1.00 58.4 3
1.20 58.4 1.30 54.6 1.50 55.9 2.00 55.9 2.50' 52.1 5.00 20.3 9.00 10.4 10.00 9.4 20.00 3.0 25.00 1.8 33.00 1.0 COMANCHE PEAK
.10 16.0 l
.25 35.6 1.00 27.9 2.50 23.5 2.60 23.6 5.00 11.0 9.00 5.8 10.00 4.7 25.00 1.0 33.00
.6 COOK
.10 15.7
.20 27.9
.30 30.5 1.00 26.4.
2.00 20.8 2.50 18.0 4.00
-12.7
.i 5.00 9.9 10.00 3.6 20.00 1.6' i
25.00 1.3 33.00 1.0 COOPER
.50 36.0 1.00 29.5 1.67 34.0 2.00 34.0 2.50 31.0 l
3.30 24.0 5.00 13.5 10.00 4.9 r
20.00 1.9 25.00 1.4 33.00 1.0 l
NUREG-1488 C-4 I
~
FREQUENCY SPECTRAL VELOCITY.;
SITE (Hz)
(CM/SEC) j i
CRYSTAL RIVER 1.00 25.4 i
1.25 24.4' i
1.43 21.8 2.50 11.2 2
5.00 4-4.
10.00 1.8
.i 20.00
.8 i
25.00
.6 33.00
.5 DAVIS EESSE-
.10 10.2 l
.37 25.4 1.00 25.4 2.40 25.4 2.50 23.9
-5.00 12.2 l
8.00 7.4 10.00 4.8 20.00 1.2 2j 25.00
.9
,j 33.00
.7 Ji DIABLO CANYON l
.50 140.0 1.00 140.0 2.20 140.0-i 2.50 125.0 5.00 62.7 7.80 40.2
-j 10.00 26.4 j
25.00 6.0 33.00' 3.8 i
DRESDEN 1.00
-24.8 1.25 27.3 1.67 26.0 2.50 18.6 5.00 10.0 10.00 4.6 25.00 1.3 33.00 1.0 i
i
'i C-5 NUREG-1488 i
i i
f f
Z h
.i FREQUENCY-SPECTRAL VELOCITY?
1 SITE (Hz)
(CM/SEC)~
DUANE ARN0LD
.10 6.4'
.30 16.5
?
.50 18.3 1.00 15.2 2.00 12.4 i
2.50' 12.4 3.00 12.2 5.00 9.1 7.00 5.8
~
10.00 2.8 15.00 1.4 20.00 1.0
-C 25.00
.8 33.00
.6 FARLEY
~'
.10 7.6 j
.22
.16.5 1.00 16.5 2.00 16.5 2.50 13.0 5.00 6.9
- (
6.70 5.1 1
10.00 2.0 12.50 1.1 i
25.00
.6 i
33.00
.5
'i FERMI i
.10 12.2
- 40 24.9 1.00 20.6
.2.00 15.8 2.50 13.7.
5.00 7.6-10.00 2.8 20.00 1.2 t
25.00 1.0 33.00
.7
.i FITZPATRICK i
.20 20.1 1.00 20.1 1.50 18.5 2.00 16.0 2.50 14.0
.5.00 6.9 j
10.00 2.5 25.00-1.0 33.00
.7 i
4 NUREG-1488 C-6
s FREQUENCYL SPECTRAL VELOCITY SITE (Hz)
(CM/SEC) l FORT'CALHOUN
.10 13.7
.30 30.5 1.00 22.9-2.00-17.8 2.50 15.7 4.00 10.4 5.00 7.9 10.00
'2.8 20.00 1.3 25.00 1.1 t
33.00
.9 l
GINNA 1.00 24.3 1.25 24.5 2.50 19.5 3.33 15.1 5.00 9.1 10.00 3.5 25.00 1.2 33.00
.9 GRAND GULF
.10 13.2
.24 31.0 1.00 31.0 i
-2.00 30.5 2.50 24.9 5.00 12.2
~'
6.67
- 9. I' 10.00:
4.6 1
22.73 1.0 25.00
.9-33.00
.7 HADDAM NECK
.50 23.4 i
1.00 22.3 2.50 16.7 3.33 12.8 i
5.00 7.8 10.00 3.1 25.00 1.2 1
33.00
.8 t
C-7 NUREG-1488 f
x
~.
f FREQUENCY SPECTRAL VELOCITY i
SITE (Hz)
(CM/SEC)
HATCH I
.33 24.1 1.00 19.8 j
2.00 15.5 t
2.50 14.0--
5.00 6.9 10.00 2.8 25.00
.9
'j 33.00
.7 HATCH 2
.10 11.4
.22 25.4 l.00 25.4 2.00 25.4 1
2.50 20.1-l 5.00 9.9
'i 5.80 8.4 10.00 3.3 15.00 1.5 25.00
.9 4
33.00'
.7 j
HOPE CREEK
)
.25 58.9 1.00 46.0-2.50 38.9 5.00 18.0 9.00 9.0 10.00 7.5 25.00 1.5 4
33.00
.9 INDIAN POINT
.50 22.7 I
1.00 19.0 1.67 16.9 4
2.50 14.0 3.00 12.5 3
5.00.
6.9 10.00 2.6.
25.00
.9-33.00
.7 Et q
t b
i NUREG-1488 C-8 l
i 4
FREQUENCY SPECTRAL VELOCITY SITE (Hz)
(CM/SEC)
KEWAUNEE
.10 9.4 i
.30 20.3 L
1.00 15.5 J
2.00 12.2 2.50 10.5 5.00 5.6 10.00 2.1 25.00
.8
}
33.00
.6 LASALLE
.10 11.2
.37 43.2 1.00 43.2 2.00 43.2 2.50 33.5 5.00 17.3 6.30 13.7 10.00 6.1 25.00 1.3 33.00 1.0 LIMERICK
.20 10.4
.54 30.5 1.00 30.5 2.10 30.5 2.50 25.4 5.00 13.0 10.00 6.3 25.00 1.2 33.00
.7 MAINE YANKEE
.50 13.5 1.00 13.5 1.50 12.4 2.00 10.7 2.50 9.1 3.00 7.9 5.00 4.4 10.00 1.9 25.00
.6 1
33.00
.5 j
4 C-9 NUREG-1488 1
FREQUENCY SPECTRAL VELOCITY SITE (Hzi' (CM/SEC)
MCGUIRE
.25 20.8
.33 27.9 1.00 27.9 2.00 27.9 2.50 22.3 5.00 11.0 6.00 9.4 10.00 4.4 25.00 1.1 33.00
.7' MILLSTONE 1
.50 26.4 1.00 25.3 1.40 23.4 2.50 16.6 5.00 9.2 10.00 4.3.
25.00 1.5 33.00 1.2 MILLSTONE 2
.40 33.0 1.00 25.4 2.50
.17.0 5.00 9.6 10.00 4.7 20.00 2.0 25.00 1.4.
30.00
.9 33.00
.8 MILLSTONE 3
.10 6.9
.55 35.6 1.00 35.6 2.00 35.6 2.50 28.0 5.00 14.5~
6.00 12.2 10.00 4.8 23.00 1.1 25.00-1.0 33.00.
.8 NUREG-1488 C-10
!' I
i FREQUENCY
-SPECTRAL VELOCITY j
SITE (Hz)
(CM/SEC)
}
MONTICELLO
.50 18.6 l
1.00 22.3 1.67 20.4 l
2.50 17.1 3.30 14.1 5.00 9.4 10.00 3.6-l 25,00
.8 33.00
.6 NINE MILE POINT 1
.50 7.8 1.00 10.9 2.50 9.5 j
5.00 7.0 i
10.00 3.5 j
25.00
.9 i
33.00
.6 i
NINE MILE POINT 2 i
.10 18.5
.25 44.2 1.00 34.3 2.50 29.2 5.00 13.0 9.00 6.8 10.00 j5.6 i
25.00 1.1 33.00
.7 NORTH ANNA i
.10
'2.8 j
.40 10.9 1.00 17.5 2.00
'25.4 l
2.50 20.3 5.00 10.2
-l 10.00 5.1 i
25.00 1.0 i
33.00
.6 1
OCONEE l
.10 8.6 i
.20
.15.2.
1.00 13.2 2.00-11.2
-s 2.50 9.6 15.00 4.3
.10.00 1.8 25.00-
.6 33.00
.5 l
1 I
C-11 NUREG-14881
_l 1
l i
. + -
.j
]
FREQUENCY.
SPECTRAL. VELOCITY t
SITE (Hz)
(CM/SEC)
- l OYSTER CREEK
.20 15.2
.71 30.0 1.00 31 ~. 0 l
2.00 27.0 2.50 23.0
?
3.30 19.0 5.00 12.0 10.00 4.8 20.00 1.9 l
25.00 1.6 i
33.00 1.3 PALISADES
.33 33.0 l.00 25.4
.l 1.25 24.6 2.50 17.8 i
5.00 9.6 10.00 3.6
-l 13.33 2.4 25.00 1.2
.i 33.00
.9' PALO VERDE
.i
.25 58.9 j
1.00 46.0 2.50 38.9 i
5.00 18.0 i
9.00 9.0
.i 10.00 7.5
'i 25.00 1.5 PEACH BOTTOM
.10
. 6.1 i
.30 12.7
.60
- 16.0 -
1.00 17.0 i
1.50 16.8
- 1 i
2.00
-15.2 2.50 13.5-
"l 5.00 6.9-10.00 3.I j
25.00 1~ 0 33.00
.7-
'l NUREG-1488 C-12 l
a.
E l
I I
FREQUENCY SPECTRAL VELOCITY.
SITE (Hz)
'(CM/SEC)
PERRY f
.25 44.2 1.00 34.3 2.50 29.2-5.00 13.0 i
9.00 6.8 10.00 5.6
)
25.00 1.1 33.00
.7 I
PILGRIM
'- l'1'. 7
.10
.30 26.7 f
1.00 20.3-2.50 14.5 i
3.00 12.7 i
5.00 6.9
}
10.00 2.7 l
20.00 1.1 25.00
.9
}
33.00
.7
- i POINT BEACH j
.33 20.8.
1.00 16.8 I
2.00 13.5 2.50 11;7 l
5.00 6.1 l'.00 2.3 0
13.30 1.5 f
20.00
.9 25.00
.8 33.00
.6 i
PRAIRIE ISLAND i
.10 9.4 ti
.30 20.1 1.00 15.5 2.50 10.7 5.00 5.6 10.00 2.1 25.00
.8 33.00
.6 i
QUAD CITIES 1.00 4.7 2.50 12.4 j
5.00 23.6 7.70 18.1-10.00 12.9 20.00 2.6 1
25.00 1.9 33.00 1.3 C-13 NUREG-1488
.1
i l
i FREQUENCY SPECTRAL VELOCITY l
i SITE (Hz)
(CM/SEC)
RIVER BEND
.25 29.4
-)
1.00 22.9 2.50 19.4 t
5.00 8.9 9.00 4.5 10.00 3.7-25.00
.8 33.00
.5' ROBINSON
.33 33.0-f
.50 33.0 1.00 27.9 J
2.50 19.0' 5.00 9.9 10.00 3.6 20.00 1.5 25.00 1.3 33.00
.9 SALEM
.10 16.0
.30 30.5 1.00 25.9 2.00 20.6 2.50 18.3 i
5.00 10.2 10.00 3.7 12.00 2.8 25.00 1.3 33.00 1.0 3
SAN ONOFRE 2,3
.50 238.8 1.00 238.8 2.50 96.5-5.00 48.3 10.00-17.0 l
25.00 4.2 3
30.00 3.2 33.00 3.0 SEABROOK
.25 73.6 1.00 57.0 2.50 48.6
'I 5.00 22.3 9.00 11.3 10.00 9.4 25.00 1.9 33.00 1.2 f
l A
't FREQUENCY SPECTRAL VELOCIT '
.l SITE (Hz)
(CM/SEC) 1 SEQUOYAH
.50 25.6 1.00 23.1 1.67 20.3
-i 2.50 16.3 5.00 8.4 10.00 3.0 12.50 2.2 i
25.00 1.1 33.00
.8 SHEAR 0N HARRIS i
.25 44.2-1.00 34.3 2.50 29.2 i
5.00 13.0 9.00 6.8 10.00 5.6 I
25.00 1.1 33.00
.7 3
1 SOUTH TEXAS
.25 29.4 1.00
-22.9 2.50 19.4 5.00 8.9 9.00 4.5 10.00 3.7 25.00
.8 33.00
.5 q
ST. LUCIE o
.33 16.5 l
1.00 13.2 2.00 10.7 2.50 9.1 -
.l 5.00 4.7
.l 10.00 1.8 1
12.50 1.3 1
25.00
.6 33.00
.5 i
1 t
t i
C-15 NUREG-1488 l
.l i
ll
1 FREQUENCY SPECTRAL VELOCITY SITE (Hz)
(CM/SEC)
SUMMER
.30 17.5
.56 30.5 i
1.00 30.5-i 2:.00 30.5 2.50 25.4 5.00 12.7
-l 6.00 10.2 i
10.00 4.1-20.00 1.2 25.00
.9 r
33.00
.7 j
SURRY I
.10 12.2 l
.33 33.0 1.00 24.1 l
2.00 17.3 l
2.50 15.0
.i 5.00 6.6 10.00 2.5 25.00
.9 I
33.00
.7 SUSQUEHANNA
.10 7.4
.22 16.5 1.00 16.5 2.00
-16.5 2.50 13.0 5.00 6.3 7.00 4.3 i
10.00 2.5 25.00
.7.
33.00
.5 THREE MILE ISLAND
~ 6.4 1.00 2
2.50
- 18. 6.
t 5.00
-12.2 j
10.00 6.4 20.00.
1.9
'f 25.00 12 33.00
.7 l
s i
+
i
'i i
E
- i NUREG-1488 C-16 i
i q
.i
e h
l FREQUENCY SPECTRAL VELOCITY
'l SITE (Hz)
(CM/SEC) t TURKEY POINT
.30 25.4
.50 23.9 1.00
.20.3 2.00 15.2 2.50 13.5 5.00 7.9 10.00 2.8 20.00 1.2 25.00 1.0 VERMONT YANKEE 1.00 20.2 2.00 16.1 2.50 14.0 5.00 7.6 10.00 3.6
'i 25.00 1.2 33.00
.9 V0GTLE
.25 58.9 1.00 46.0 2.50 39.0.
1 5.00 18.0 l
9.00 9;0 10.00 7.5 25.00 1.5.
l 33.00
.9 WATERFORD J
.30 19.0 ll 1.00 19.0 1
2.00 19.0 2.50 15.2 4
5.00 7.5 6.00 6.4 10.00 2.9 25.00
.7
~
~
WATTS BAR
.50
.36.3 1.00 36.3 2.00 36.3
'i 2.50 28.5 5.00 14.4 ji I
6.70 10.9 10.00 5.8 l
25.00 1.4 33.00
.9 C-17 HUREG-1488' I
+
FREQUENCY SPECTRAL VELOCITY SITE (Hz)
(CM/SEC)
WNP-2
.40 47.5 l.00 47.5 l
2.00 47.5-t 2.50 38.0 5.00' 18.5 6.00 15.5
-l 10.00 6.2 l
19.00 2.0 25.00 1.5 33.00 1.1 WOLF CREEK
.25 35.3 1.00 27.7 2.50 23.3 5.00 10.4 9.00 5.4 l
10.00 4.4 25.00
.9 33.00
.6 ZION
't
.10 13.7
.25 30.5
'I
.50-27.9 l.00 22.9 2.50 15.7 i
5.00 8.1 10.00 2.8 25.00 1.1 i
33.00
.8
<f fq I
.i f
?
.j I
+
NUREG-1488 C-18
.-,.c
.. ~
A NR FORM 335 U.S. NUCLE AR REGULATORY COMMISSION
- 1. R TN E
~
~ ' "
- E2E22E BIBLIOGRAPHIC DATA SHEET l
'5"d""""'"""*'"'">
- 2. TITLE AND SUBTITEE Revised Livermore Seismic Hazard Estimates for 69 Nuclear Power a'
cATE REPORT eustissEo Plant Sites East of the Rocky Mountains I
October 1993 Draft Report for Comment
- 4. r,N OR GRANT NUusER
- 5. AUTHOR (S)
- 6. TYPE OF REPORT Technical Draft for Public Comment P. Sobe1
- 7. PE RiOD COVE RED u,,,,us, o,,es, March 1992-July 1993
- s. Pe R egRMiug,RG A,NIZ ADON - N AME AND ADDH ESS uf Nac, me owmoa, once or Ageoar, U.S Nwea Reps,Wory Cow, ew meleg edeesdf concer, proom Division of Engineering Office of Nuclear Reactor Regulation U. S. Nuclear Regulatory Commission Washington, DC 20555 -0001 9.
O OR GANlZATl0N - NAME AND ADDRESS toe NRt. troe "Some as enore"; to contrecsor.oroverse NRC Daaen, onwe or neren, v.s Nucteme Repuwory communen, Same as above.
- 10. SUPPLEMENTARY NOTES Update of NUREG/CR-5250
- 11. ABSTH ACT (200 words or ess>
This report presents updated Lawrence Livermore National Laboratory (LLNL) probabilistic seismic hazard analysis estimates for 69 nuclear power plant sites in the region of the United States east of the Rocky Mountains.
LLNL performed a re-elicitation of seismicity and ground motion experts to improve their estimates of uncertainty in seismicity parameters and ground motion model s.
Using these revised inputs, LLNL updated the seismic hazard _ estimates documented in NUREG/CR-5250 (1989). These updated hazard estimates will be t
used in future NRC actions. A detailed summary of the revised probabilistic hazard methodology, the seismicity and ground motion inputs, and sensitivity i
studies is presented in a report by J. Savy (1993, LLNL Report UCRL-ID-115111).
This report summarizes the Savy (1993) report and documents the 1993 LLNL i
hazard results for the 69 sites. For the purpose of comparing these probabilistic seismic hazard estimates to the seismic design of the nuclear
' power plants, a table of safe-shutdown earthquake spectral values is included.
1 i
- 12. KE Y WORDS/DESCR:PI O45 ftsst woros er o*reses raer.nti ssarst rescereners en iocerens rae rwoorr.1 13 ava#LAbiLir y 61 AltutN1 Unlimit u
- 14. SECURIT y CLA$baF lCA1qQN (Than Pegel Unclassified 1r s uner, 8
Seismic hazard. Eastern U. S., ground motion Uncl assified
- 16. NUMBLR OF PAGES
- 16. PRICE idRC FORM 336 Q 89)
I
I e
.I Printed on recycled paper 1
Federal Recycling -Program
' REVISED LIVERMORE SelB5M
@stAguuths- -- -
FOWER PIANT SITES EAST OF TIIE ROCKY MOUNTAINS UNITED STATES RRST CLASS MAIL NUCl. EAR REGULATORY COMMISSION POSTAGE AND FEES PAID WASHINGTON, D.C. 20555-0001 USNRC PERMIT NO. G 67 OFFICIAL BUSINESS PENAL.TY FOR PRIVATE USE. $300 i
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