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ARCHIVED REPORTS_2012_3
Environmental Health - Public
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ARCHIVED REPORTS_2012_3
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Last modified
9/14/2020 12:51:37 AM
Creation date
7/3/2020 11:05:14 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2012_3
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2012_3.tif
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EHD - Public
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CALCULATION OF WEIGHTED AVERAGE 2008 NGA MODELS: by Linda Al Atik,1EE11-Sep,2009-I atik a9bolkeley.edu <br /> Fault Name: Octa <br /> This Excel file calculates the weighted average o/the natural logarithm o/the spectral values from the NGA models <br /> NGA Model: AS09 BA08 CB08 CY08 108 <br /> N= <br /> AS08:Abrahamson 8 Silva 2008 NGA Model <br /> 13A08: <br /> Boore&Atkinson 2008 NGA Model <br /> ' C808:Campbell&Bmorgnia 2008 NGA Model <br /> CY08:Chlou&Youngs 2008 NGA Model <br /> 108:Idriss 2008 NGA Model <br /> Explanatory Variables Geometric Mean Horizontal Component <br /> GMP T(s) SA Median SA Metlian+No SA Median-No SD Median s%-Damped Pseudo.Absolute Ac 1-tion Response Spectrm <br /> PSA(g) 0.010 6.615E-02 1.117E-01 3.916E-02 1.642E-04 to <br /> - SD(cm) 0.020 6.712E-02 1.136E-01 3.966E-02 6.865E-04 <br /> ' RRup(km) 0.030 7.083E-02 1.216E-01 4.126E-02 1.582E-03 <br /> 50 00 0.050 8.337E-02 1.470E-01 4.730E-02 5.174E-03 <br /> 0.0751.039E-01 1.877E-01 5.756E-02 1.451E-D2 1 <br /> R,.(km) 0.10 1.216E-01 2.212E-01 6.686E-02 3.019E-D2 <br /> 5000 0.15 1.442E-01 2.623E-01 7.922E-02 8.052E-02 <br /> ' 0.20 1.521E-01 2.741E-01 8.436E-02 1.510E-01 <br /> Rx(km) 025 1.410E-01 2.533E-01 7.854E-02 2.188E-01 e <br /> ae <br /> 0.00 0.30 1.320E-01 2.370E-01 7.356E-02 2.950E-01 <br /> 0.40 1.136E-01 2.036E-01 6.344E-02 4.514E-01 <br /> U 0.50 9.945E-02 1.794E-01 5.512E-02 6.172E-01 L <br /> ' 0 0.75 6.885E-02 1.269E-01 3.735E-02 9.614E-01 <br /> y o.01 <br /> 1.0 5.135E-02 9.571E-02 2.755E-02 1.275E+00 <br /> Fay 1.5 3.188E-02 6.027E-02 1.686E-02 1.781E+00 <br /> 0 2.0 2.284E-02 4.345E-02 1.201E-02 2.268E+00 <br /> 3.0 1.426E-02 2.721E-02 7.471E-03 3.185E+00 <br /> F 4.0 1.048E-02 2.003E-02 5.480E-03 4.161E+00 o.00t <br /> NM 0.01 0.1 1 10 <br /> ' 0 5.0 8.509E-03 1.714E-02 4.225E-03 5.281E+00 Period(s)a <br /> 7.5 4.564E-03 9.758E-03 2.134E-03 6.372E+00 <br /> Fww 10.0 2.935E-03 6.894E-03 1.286E-03 7:285E+00 <br /> 0 <br /> Zroa(km) PGA(g) 0 1.117E-01 3.916E-02 <br /> 0.00 PGV(cls) -1 6.025E+00 1.018E+01 3.565E+00 <br /> S <br /> 90 <br /> V.vo(m/sec) <br /> 760 <br /> Fw„se.oa <br /> 0 <br /> Z" <br /> (m) <br /> ' DEFAULT DEFINITION OF PARAMETERS: <br /> Z,5(km) N =Number of standard deviations to be considered in the calculations <br /> DEFAULT PSA =Pseudo-absolute acceleration response spectrum(g;5%damping) <br /> PGA =Peak ground acceleration(g) <br /> W(km) PGV =Peak ground velocity(omis) <br /> ' 1 SD =Relative displacement response spectrum(cm;5%damping) <br /> E�Moment magnitude <br /> Fos =Closest distance to coseismic rupture(km),used in AS08,CBO8 and CY08.See Figures a,band c for illustation <br /> 0 =Closest distance to surface projection of coseismic rupture(km).See Figures a,band c for illustation <br /> Rx =Horizontal distance from top of rupture measured perpendicular to fault strike(km),used in AS08 and CY08.See Figures a,band c for illusta0on <br /> H U =Unspecified-mechanism factor.1 for unspecified;0 otherwise,used in BA08 <br /> =Reverse-Faulting factor:0 for strike slip,normal,normal-0blique;1 for reverse,re,,,-Ilique and thrust <br /> =Normal-faulting factor:0 for strike slip,reverse,reverse-oblique,thrust and normal-oblique;1 for normal <br /> =Hanging-wall factor.1 for site on down-dip side of top of rupture;0 otherwise,used in ASO8 and CY08 <br /> =Depth to top of coseismic rupture(km),used in AS08,CB08 and CY08 <br /> =Average dip of rupture plane(degrees),used in AS08,CB08 and CY08 <br /> =Average shear-wave velocity in top 30m of site profile <br /> Fw»woe=Vs30 Factor:1 If VS30 is measured,0 9 Vs30 is inferred,used in AS08 and CY08 <br /> Z1,o =Depth to 1.0 knVsec velocity horizon(m),used in ASOB and CY08.Enter"DEFAULT"in order to use the default values or enter your <br /> site specific number <br /> ®=Depth of 2.5 km/s shear-wave velocity horizon(km),used in CB08.Enter"DEFAULT'in order to use the default value or enter your <br /> site specific number <br /> ' W =Fault rupture width(km),used in AS08 <br /> F,1s =Aftershock factor.0 for mainshock 1 for aftershock used in ASOB and CY08 <br /> HW Taper=To choose the hanging wall taper to be used in AS08.Enter 0 to use the hanging wall taper as published in Abrahamson and Silva(2008), <br /> or enter 1 to use the revised hanging wall taper suggested by Norm Abrahamson <br />
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