Preliminary Seismic 1 Source Characterization (SSC) Logic ... · Source Characterization (SSC)...
Transcript of Preliminary Seismic 1 Source Characterization (SSC) Logic ... · Source Characterization (SSC)...
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PG&E DCPP SSHAC Study
Preliminary Seismic Source Characterization (SSC) Logic Tree Overview
SSC TI Team Evaluation Steve Thompson
Diablo Canyon SSHAC Level 3 PSHA
Workshop #3
Feedback to Technical Integration Team on Preliminary Models
March 25-27, 2014
San Luis Obispo, CA
PG&E DCPP SSHAC Study 2
Overview of the Preliminary SSC Model
SSC Elements:
Key Fault Sources
San Andreas and Other Regional Fault Sources
Background Source
PG&E DCPP SSHAC Study 3
Key Fault Sources Four fault sources contribute most to hazard at DCPP:
Hosgri
Los Osos
San Luis Bay
Shoreline
Characterization of these fault sources with the following goals in mind:
• Capture the CBR of TDI
• Focus on hazard-significant parameters
PG&E DCPP SSHAC Study 4
SSC Elements for Logic Tree
Fault Model
Deformation Model
Rupture Model
Earthquake Rate Model
Recurrence Model
PG&E DCPP SSHAC Study 5
SSC Elements for Logic Tree
Fault Model
Deformation Model
Rupture Model
Earthquake Rate Model
Recurrence Model
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Fault Models
Alternative fault models:
Describe the geometry and kinematics of how the site vicinity is deforming
Allow for correlated, mechanically consistent fault geometries, slip types, and slip rates
Allow a logical framework for developing rupture scenarios and fault linkages.
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Three Fault Models
(1) Outward Vergent
(2) Southwest Vergent
(3) Northeast Vergent
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Outward Vergent Model
• Hosgri dips 85°E
• Vertical Shoreline fault
• Irish Hills underlain by:
• Reverse-oblique Los Osos (60° SW)
• Reverse San Luis Bay (75°N)
PG&E DCPP SSHAC Study 9
Southwest-Vergent Model
• Hosgri dips 75°E
• Vertical Shoreline fault
• Irish Hills underlain by
• Reverse San Luis Bay (45° N)
• Reverse Los Osos backthrust (80°SW)
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Northeast-Vergent Model
• Hosgri dips 90°
• Vertical Shoreline fault
• Irish Hills underlain by
• Reverse Los Osos fault (50° SW)
• Reverse San Luis Bay backthrust (70°N)
PG&E DCPP SSHAC Study 11 Fault Models (cont.)
Alternative Fault Models:
Describe the fault geometry for each tectonic model in a correlated way
Dip variability is achieved through the differences between tectonic models
Depths are fixed: 15 km maximum depth for Hosgri; 12 km maximum depth for other faults.
NE Model SW Model OV Model
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Fault Models
Logic Tree for Fault Models:
Southwest Vergent
[0.4]
Outward Vergent
Northeast Vergent
[0.3]
[0.3]
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SSC Elements for Logic Tree
Fault Model
Deformation Model
Rupture Model
Earthquake Rate Model
Recurrence Model
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Deformation Model
Describes the long-term rate of motion on the fault sources
Fault slip rates are used to calculate seismic moment release
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Deformation Models
Fault slip rates are expressed as cumulative distribution functions (CDFs):
Based on geologic slip rate studies
Evaluated against geodetic data and modeling
Weighted mean, 3-pt, 5-pt distributions may be extracted from CDFs
PG&E DCPP SSHAC Study 16
Example: Oso Terrace Horizontal Slip Rate
Source: Hanson and Lettis (1994)
PG&E DCPP SSHAC Study 17
Example Slip Rate Assessment
Oso Terrace Offset Oso Terrace Age
0.000
0.005
0.010
0.015
0.020
0 200 400 600 800
Pro
ba
bil
ity
Offset (m)
Paleostrandline offset
0.00
0.05
0.10
160 180 200 220 240 260P
rob
ab
ilit
y
Channel Age (ky)
Stage 7 Highstand Age Model
Stage 7 Highstand Age Value (ky)
Min -> 190
Best min -> 195
Best max -> 215
Max -> 220
Lateral Offsets Value (m)
Min -> 150
Best min -> 300
Best max -> 450
Max -> 560
PG&E DCPP SSHAC Study 18
Deformation Models - Example Oso Terrace Slip
Rate CDF Four Hosgri Sites
Slip Rate CDFs
Slip Rate Value
(mm/yr)
Min -> 0.7
Max -> 2.9
Mean -> 1.8
0
0.2
0.4
0.6
0.8
1
0.5 1.0 1.5 2.0 2.5 3.0
Cu
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Pro
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ity
Slip Rate (m/ky)
0
0.2
0.4
0.6
0.8
1
0 1 2 3 4 5C
um
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tive
Pro
ba
bil
ity
Slip Rate, mm/yr
San Simeon / OsoTerrace
Pt. Estero Cross-Hosgri slope
Estero Bay SubmarineChannel
Pt. Sal Channel F
Weighting
Scheme San
Simeon Pt.
Estero Estero
Bay Pt. Sal
Near-Equal 0.3 0.3 0.2 0.2
Inverse-Age 0.27 0.50 0.07 0.16
Inverse-Distance 0.13 0.22 0.38 0.27
PG&E DCPP SSHAC Study 19
Deformation Models - Example 5-pt distribution for Hosgri fault, Near-Equal weighting:
[0.101]
Weighted mean slip rate: 1.8 mm/yr
2.5 mm/yr
[0.244]
[0.244]
[0.101]
1.7 mm/yr
1.1 mm/yr
0.6 mm/yr
3.3 mm/yr
[0.309]
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 1 2 3 4 5
Cu
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Pro
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Slip Rate, mm/yr
Near-Equal Weighting
Age-Weighted
Distance-Weighted
CDFs for Hosgri fault, alternative weighting schemes:
PG&E DCPP SSHAC Study 20
Deformation Models - Example
Hosgri slip rate:
Center: 1.8 mm/yr (wtd mean)
Body: 0.6 to 3.4 (95%)
Range: 0.26 min; 4.7 max
0
0.2
0.4
0.6
0.8
1
0 1 2 3 4 5
Slip Rate, mm/yr
Hosgri fault slip rate CDFs Other constraints:
1) GPS plate boundary: 0.5 to 4 mm/yr
2) USGS Block modeling: 0.5 to ~3 mm/yr
3) UCERF3 Targets (mm/yr): Zeng: 1.0-1.4; Bird: 1.2; ABM: 1.64; Geologic: 2.15;
4) UCERF3 Solution (mm/yr): 1.4 to 1.5 mean
PG&E DCPP SSHAC Study 21
Deformation Models - Summary
Hosgri slip rate:
Center: 1.8 mm/yr (wtd mean)
Body: 0.6 to 3.4 (95%)
Range: 0.26 min; 4.7 max
0
0.2
0.4
0.6
0.8
1
0 1 2 3 4 5
Cu
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lati
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Pro
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Slip Rate (mm/yr)
Hosgri fault slip rate CDF
0
0.2
0.4
0.6
0.8
1
0.0 0.1 0.2 0.3 0.4 0.5C
um
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tive
Pro
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Slip Rate (mm/yr)
Shoreline fault slip rate CDF
Shoreline slip rate:
Center: 0.16 mm/yr (wtd mean)
Body: 0.08 to 0.30 (95%)
Range: 0.05 min; 0.49 max
PG&E DCPP SSHAC Study 22
Deformation Models - Summary
Los Osos slip rate (mm/yr):
Center(s): 0.27, 0.20, 0.44
Body: 0.2 to 0.6
Range: 0.1 min; 0.7 max
Los Osos fault slip rate CDFs
San Luis Bay fault slip rate CDFs
0
0.2
0.4
0.6
0.8
1
0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8
Cu
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Pro
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Slip Rate (m/ky)
Outward
SW Model
NE Model
San Luis Bay slip rate (mm/yr):
Center(s): 0.17, 0.23, 0.17
Body: 0.1 to 0.35
Range: 0.08 min; 0.44 max
0
0.2
0.4
0.6
0.8
1
0.0 0.1 0.2 0.3 0.4 0.5
Cu
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Slip Rate (m/ky)
Outward
SW Model
NE Model
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SSC Elements for Logic Tree
Fault Model
Deformation Model
Rupture Model
Earthquake Rate Model
Recurrence Model
PG&E DCPP SSHAC Study 24
Rupture Model
Describes the combinations of fault sections that may rupture together
Single faults may be involved in multiple Rupture Sources
The Rupture Sources can be characterized in the SSC as discrete “fault sources” with a specified geometry and logic tree branches and weights for slip rate, magnitude PDF, and recurrence rate
PG&E DCPP SSHAC Study 25
Example of Rupture Model
(Outward Vergent Fault Model)
Consider ways Los Osos fault may rupture with adjacent faults
PG&E DCPP SSHAC Study 26
Rupture Model OV-15
PG&E DCPP SSHAC Study 27
Rupture Model OV-12
PG&E DCPP SSHAC Study 28
Rupture Model OV-17
PG&E DCPP SSHAC Study 29
Rupture Model OV-17 (cont.)
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Example: Rupture Model Table
OV model Scenario Primary fault Other faults Rupture
Category MFD Type
Slip
Sense
OV-01 Hosgri Central to MTJ Hosgri Central link Maximum ss
OV-02 Hosgri West to MTJ Hosgri West link Maximum ss
OV-03 Hosgri East to MTJ Hosgri East link Maximum ss
OV-04 South Hosgri to Piedras Blancas Hosgri Central Piedras Blancas Anticlinorium complex Maximum ss,rev
OV-05 Shoreline full Shoreline char Characteristic ss
OV-06 Shoreline and Hosgri north Shoreline Hosgri North link Maximum ss
OV-07 Shoreline and full Hosgri Shoreline Hosgri Central splay Maximum ss
OV-08 Shoreline N and San Luis Bay Shoreline San Luis Bay complex Characteristic ss,rev
OV-09 Shoreline N, Hosgri, and SLB Shoreline Hosgri, San Luis Bay complex Maximum ss,rev
OV-10 San Miguelito, and SWBZ Wilmar, SWBZ San Miguelito complex Maximum ss,rev
OV-11 San Luis Bay, Mallagh to Shoreline San Luis Bay char Characteristic rev
OV-12 SLB with Los Osos backthrust San Luis Bay Los Osos full splay Characteristic rev
OV-13 Oceano and SWBZ Oceano Foxen Canyon, Little Pine link Characteristic rev-obl
OV-14 Wilmar Avenue proper Wilmar Avenue char Characteristic rev
OV-15 Los Osos full Los Osos char Characteristic ss-obl
OV-16 Los Osos east and Edna Los Osos East Edna link Characteristic ss-obl
OV-17 Los Osos West and Hosgri Los Osos Hosgri complex Maximum ss-obl,ss
PG&E DCPP SSHAC Study 31
Rupture Model
Each Fault Model has ~15 distinct Rupture Sources that involve the key faults
The total fault slip rate is partitioned among the Rupture Sources. The partitioning is based on TI Team judgment about the relative likelihood of each rupture source
The methods to evaluate this forward model approach may include inspection of “participation MFDs”
PG&E DCPP SSHAC Study 32
Slip Rate Allocation
PG&E DCPP SSHAC Study 33
Example: Rupture Model Rate Allocation Target Percent Allocation Mean Fault Slip Rates (mm/yr)
OV model Hosgri Shoreline Los
Osos-
Irish Hills
San Luis
Bay Mean Rupture
Rate (mm/yr) Hosgri Shoreline
Los
Osos-
Irish Hills
San Luis
Bay
OV-01 41% 0.75 0.75
OV-02 38% 0.7 0.7
OV-03 8% 0.15 0.15
OV-04 11% 0.2 0.2
OV-05 31% 0.05 0.05
OV-06 19% 0.03 0.03
OV-07 1% 13% 0.02 0.02 0.02
OV-08 19% 18% 0.03 0.03 0.03
OV-09 19% 18% 0.03 0.03 0.03
OV-10 0.05
OV-11 35% 0.06 0.06
OV-12 19% 29% 0.05 0.05 0.05
OV-13 0.15
OV-14 0.16
OV-15 52% 0.14 0.14
OV-16 0.05
OV-17 30% 0.08 0.08
100% 100% 100% 100% Sum: 1.82 0.16 0.27 0.17
Target: 1.82 0.16 0.27 0.17
P[S] 100% 100% 100% 100%
PG&E DCPP SSHAC Study 34
Example Rupture Model Rate CDF
0
0.2
0.4
0.6
0.8
1
0.001 0.01 0.1 1 10
Cu
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Slip Rate (mm/yr)
Hosgri Total
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Example Rupture Model Rate CDF
0
0.2
0.4
0.6
0.8
1
0.001 0.01 0.1 1 10
Cu
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lati
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rob
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Slip Rate (mm/yr)
Hosgri Total
OV-01
OV-02
OV-03
OV-04
OV-07
(41%)
(38%)
(8%)
(11%)
(1%)
PG&E DCPP SSHAC Study 36
Example Rupture Source Slip Rate Logic Trees
[0.101]
2.5 mm/yr
[0.244]
[0.244]
[0.101]
1.7 mm/yr
1.1 mm/yr
0.6 mm/yr
[0.309]
3.3 mm/yr
Branch Slip Rate
(mm/yr) Weight
OV-01 (41%)
0.11 0.248
0.63 0.504
1.65 0.248
OV-02 (38%)
0.10 0.248
0.59 0.504
1.54 0.248
OV-03 (8%)
0.02 0.248
0.13 0.504
0.33 0.248
OV-04 (11%)
0.03 0.248
0.17 0.504
0.43 0.248
OV-07 (1%)
0.003 0.248
0.02 0.504
0.04 0.248
Hosgri Rupture Sources Hosgri Fault Source
PG&E DCPP SSHAC Study 37
Rupture Model
Iteration with Hazard Analyst is expected, and basis for the rate allocation will be an important part of documentation.
Hazard sensitivity will be important to show the degree to which this approach is hazard sensitive and how it may compare to more traditional, epistemic-minded approaches.
PG&E DCPP SSHAC Study 38
SSC Elements for Logic Tree
Fault Model
Deformation Model
Rupture Model
Earthquake Rate Model
Recurrence Model
PG&E DCPP SSHAC Study 39
Earthquake Rate Model
Describes the size distribution of earthquakes (ruptures) that occur on the rupture sources.
Includes the functional form of the magnitude PDF
Includes the selection of magnitudes (Mmax, Mchar) that help define the magnitude PDF
PG&E DCPP SSHAC Study 40
Earthquake Rate Model – Two Rupture Model Categories
“Maximum” Rupture Sources “Characteristic” Rupture Sources
Rupture Model OV-15
Rupture Model OV-17
PG&E DCPP SSHAC Study 41
Magnitude PDF alternatives
Exponential
Characteristic (YC85)
0.0001
0.001
0.01
0.1
5 5.5 6 6.5 7 7.5 8
An
nu
al
Ra
te (
yr-
1)
Magnitude
GR
YC85
PG&E DCPP SSHAC Study 42
Magnitude PDF alternatives
Modified YC85 (WACY):
Exponential
Characteristic
Tail
PG&E DCPP SSHAC Study 43
Earthquake Rate Model: Logic Tree for Maximum-Type Sources
Magnitude PDF
[0.9]
Modified YC85
(WACY)
Exponential
(G-R)
[0.1]
Char Magnitude Max Magnitude
N/A Mmax 2
Mmax 3
Mmax 1
Mmax 2
Mmax 3
Mmax 1
Mchar 2
Mchar 3
Mchar 1
PG&E DCPP SSHAC Study 44
Earthquake Rate Model: Logic Tree for Characteristic-Type Sources
Magnitude PDF
[1.0]
Characteristic
(YC85)
Char Magnitude Max Magnitude
Mchar 2
Mchar 3
Mchar 1
Mchar 2 + 0.25
Mchar 3 + 0.25
Mchar 1 + 0.25
PG&E DCPP SSHAC Study 45
Earthquake Rate Model – Selection of Magnitudes
Mmax and Mchar estimates are based on length scales observed along the faults and estimated fault widths based on dip and seismogenic thickness
The length scales represent alternative hypotheses of “characteristic” earthquake sizes
Segmentation criteria are applied for the length scales following concepts such as:
Slip rate changes
Fault bends and stepovers
Changes in rake
Fault intersections
PG&E DCPP SSHAC Study 46
Earthquake Rate Model – Selection of Magnitudes (cont.)
Lacking fault-specific behavioral activity, and acknowledging that segmentation criteria are problematic to defend rigorously based on empirical data:
1. Adding Epistemic uncertainty casts a broad range
2. Aleatory variability is added through the rupture model concept
0
10
20
30
40
50
60
5.9 6.1 6.3 6.5 6.7 6.9 7.1 7.3 7.5 7.7 7.9 8.1 8.3 8.5
Co
un
t
Magnitude
OV Model, All Magnitudes, Branch Weighted
Mchar
Mmax
PG&E DCPP SSHAC Study 47
Earthquake Rate Model – Magnitude Distribution
0
10
20
30
40
50
60
5.9 6.1 6.3 6.5 6.7 6.9 7.1 7.3 7.5 7.7 7.9 8.1 8.3 8.5
Co
un
t
Magnitude
OV-Model, All Magnitudes, Branch Weighted
Mchar
Mmax
0
20
40
60
80
100
120
5.9 6.1 6.3 6.5 6.7 6.9 7.1 7.3 7.5 7.7 7.9 8.1 8.3 8.5
Co
un
t
Magnitude
OV-Model, All Magnitudes, Branch Weighted, Boxcar Smoothed
Mchar
Epistemic
+
Rupture Model
aleatory
+
Boxcar aleatory
PG&E DCPP SSHAC Study 48
SSC Elements for Logic Tree
Fault Model
Deformation Model
Rupture Model
Earthquake Rate Model
Recurrence Model
PG&E DCPP SSHAC Study 49
Recurrence Model
Describes the rate of earthquakes expected over a specified time interval.
Typical PSHA assumes time independence (random in time)
Theory and paleoseismic study of crustal faults suggests earthquake recurrence is not random in time, but follows a renewal process
PG&E DCPP SSHAC Study 50
Recurrence Model (cont.)
Challenge is how to incorporate uncertainty in recurrence behavior for faults with little direct information on past events
Approach is to explore a lognormal distribution as a proxy functional form for faults that rupture according to a renewal process
PG&E DCPP SSHAC Study 51
Recurrence Model
Recurrence Coefficient of Variation (CV) is a key parameter
Considering Paleoseismic data from California and NZ, lower limit appears to be ~0.4; more common is ~0.6 to 0.8
Assuming lognormal functional form, CVs of 0.4 to 0.8 result in Poisson-equivalent rates of ~0.2 to 2.2
More Thursday!
PG&E DCPP SSHAC Study 52
Recurrence Model Logic Tree Recurrence
CV Renewal Process?
Form of Process
2.2 [0.5]
[0.4]
0.8
0.4
Poisson-Equivalent
Rate
Yes
No
[1.0]
[0]
Hosgri
[0.1]
Type of Fault
Exponential
Lognormal
[0.9]
0.6
[0.4]
[0.2]
[1.0]
1.0
0.2 [0.5]
1.8 [0.5]
0.4 [0.5]
1.4 [0.5]
0.6 [0.5]
1.0 [1.0]
PG&E DCPP SSHAC Study 53
Recurrence Model Logic Tree Recurrence
CV Renewal Process?
Form of Process
1.8 [0.5]
[0.3]
1.0
0.6
Poisson-Equivalent
Rate
Yes
[1.0]
Other
[0.4]
Type of Fault
Exponential
Lognormal
[0.6]
0.8
[0.3]
[0.2]
[1.0]
1.0
0.4 [0.5]
1.4 [0.5]
0.6 [0.5]
1.3 [0.5]
0.9 [0.5]
1.0 [1.0]
1.3 [0.5]
0.9 [0.5]
1.2
[0.2]
PG&E DCPP SSHAC Study 54
San Andreas and Other Fault Sources
San Andreas Fault Other 200-Mile Site Region Faults
Goal:
Capture maximum
contribution of SAF
Goals:
Complete SSC within 200-mi
Site Region
Confirm past results about contribution of Other faults
PG&E DCPP SSHAC Study 55
San Andreas Fault
Approach:
Approximate UCERF3 Characterization
Ten Sections in 200-mi
Matched a composite “Participation MFD”
Overestimates UCERF3 Solution
PG&E DCPP SSHAC Study 56
“Other” Faults
Other Faults within the 200-Mile Site Region
UCERF3.3, Fault model 3.2
Additional offshore faults from LTSP
PG&E DCPP SSHAC Study 57
Background source
Poorly resolved sources of seismicity
Undefined faults
Goals:
Complete SSC within 200-mi Site Region
Confirm past results about contribution of Background source
PG&E DCPP SSHAC Study 58
Background source
Approach:
Use historical seismicity rate, G-R distribution
Be conservative – include seismicity associated with on fault sources
Consider alternative characterizations:
UCERF2 gridded seismicity
UCERF3 gridded seismicity
PG&E catalog, areal zonation
Felser catalog, areal zonation
PG&E DCPP SSHAC Study 59
Background source
UCERF2 gridded seismicity
Mmax ~7.0
60
PG&E DCPP SSHAC Study
Diablo Canyon SSHAC Level 3 Study
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