Fault Segmentation: User Perspective Norm Abrahamson PG&E March 16, 2006.

Slides:



Advertisements
Similar presentations
Uncertainty in Seismic Hazard Assessments (Truth in Advertising/Full Disclosure) M MAX Workshop USGS-Golden September 8/9, 2008 Jon Ake, U.S. NRC Figure.
Advertisements

EPRI/SOG Mmax –Six earth-science teams, diverse methods largest observed eq (+ increment) catalog statistics – extreme occurrences seismogenic feature:
Ground Motions Geotechnical Earthquake Engineering: Steve Kramer
Sensitivity Analysis In deterministic analysis, single fixed values (typically, mean values) of representative samples or strength parameters or slope.
The trouble with segmentation David D. Jackson, UCLA Yan Y. Kagan, UCLA Natanya Black, UCLA.
TBI Committee Members Y. Bozorgnia C.B. Crouse J.P. Stewart
Prague, March 18, 2005Antonio Emolo1 Seismic Hazard Assessment for a Characteristic Earthquake Scenario: Integrating Probabilistic and Deterministic Approaches.
Deterministic Seismic Hazard Analysis Earliest approach taken to seismic hazard analysis Originated in nuclear power industry applications Still used for.
Earthquake Probabilities in the San Francisco Bay Region, 2002–2031 Working Group on California Earthquake Probabilities, 2002 Chapters 1 & 2.
Extreme Earthquakes: Thoughts on Statistics and Physics Max Werner 29 April 2008 Extremes Meeting Lausanne.
PEER Jonathan P. Stewart University of California, Los Angeles May 22, 2002 Geotechnical Uncertainties for PBEE.
A New Approach To Paleoseismic Event Correlation Glenn Biasi and Ray Weldon University of Nevada Reno Acknowledgments: Tom Fumal, Kate Scharer, SCEC and.
Herding: The Nonlinear Dynamics of Learning Max Welling SCIVI LAB - UCIrvine.
February 24, 2003James N. Brune Precarious Rocks, Shattered Rock, and Seismic Hazard at Low Probabilities for Yucca Mountain Presentation to the Nuclear.
Chapter 4: The SFBR Earthquake Source Model: Magnitude and Long-Term Rates Ahyi Kim 2/23/07 EQW.
8: EARTHQUAKE SOURCE PARAMETERS
Chapter 5: Calculating Earthquake Probabilities for the SFBR Mei Xue EQW March 16.
Characterization of Ground Motion Hazard PEER Summative Meeting - June 13, 2007 Yousef Bozorgnia PEER Associate Director.
An earthquake is the vibration, sometimes violent, of the Earth's surface that follows a sudden release of stored energy when a fault ruptures. This energy.
03/09/2007 Earthquake of the Week
Selection of Time Series for Seismic Analyses
1 (Student’s) T Distribution. 2 Z vs. T Many applications involve making conclusions about an unknown mean . Because a second unknown, , is present,
Ground Motion Parameters Measured by triaxial accelerographs 2 orthogonal horizontal components 1 vertical component Digitized to time step of
Section 1 Mrs. Trotter Vian Middle School. Elastic Limit.
Paleoseismic and Geologic Data for Earthquake Simulations Lisa B. Grant and Miryha M. Gould.
Comparison of Recorded and Simulated Ground Motions Presented by: Emel Seyhan, PhD Student University of California, Los Angeles Collaborators: Lisa M.
Earthquake Hazard Session 1 Mr. James Daniell Risk Analysis
Comments on UCERF 3 Art Frankel USGS For Workshop on Use of UCERF3 in the National Seismic Hazard Maps Oct , 2012.
Basic Business Statistics, 11e © 2009 Prentice-Hall, Inc. Chap 8-1 Confidence Interval Estimation.
Earthquakes (Chapter 13). Lecture Outline What is an earthquake? Seismic waves Epicenter location Earthquake magnitude Tectonic setting Hazards.
National Seismic Hazard Maps and Uniform California Earthquake Rupture Forecast 1.0 National Seismic Hazard Mapping Project (Golden, CO) California Geological.
The kinematic representation of seismic source. The double-couple solution double-couple solution in an infinite, homogeneous isotropic medium. Radiation.
SCEC – PG&E-SCE 2013 Research Coordination Meeting Norm Abrahamson Sep 14, 2012.
Fig Earthquakes and Earthquake Hazards. 3 Seismic waves allow us to look inside the Earth.
Attempting to Reconcile Holocene And Long-Term Seismicity Rates in the New Madrid Seismic Zone Mark Zoback – Stanford University NASA World Wind looking.
1 3. M ODELING U NCERTAINTY IN C ONSTRUCTION Objective: To develop an understanding of the impact of uncertainty on the performance of a project, and to.
Epistemic Uncertainty on the Median Ground Motion of Next-Generation Attenuation (NGA) Models Brian Chiou and Robert Youngs The Next Generation of Research.
Yan Y. Kagan Dept. Earth and Space Sciences, UCLA, Los Angeles, CA , Evaluation.
Figure modified from Campbell and Bozorgnia 0.2 ln units = 22% change Arrow: possible choice for 90% Confidence Interval for Median for CA events M ≥
PCB 3043L - General Ecology Data Analysis. PCB 3043L - General Ecology Data Analysis.
Types of Faults and seismic waves
E E R I D I S T I N G U I S H E D L E C T U R E S E R I E S State of Practice of Seismic Hazard Analysis: From the Good to the Bad Norm Abrahamson,
112/16/2010AGU Annual Fall Meeting - NG44a-08 Terry Tullis Michael Barall Steve Ward John Rundle Don Turcotte Louise Kellogg Burak Yikilmaz Eric Heien.
1 Ivan Wong Principal Seismologist/Vice President Seismic Hazards Group, URS Corporation Oakland, CA Uncertainties in Characterizing the Cascadia Subduction.
The repetition of large earthquakes, with similar coseismic offsets along the Carrizo segment of San Andreas fault has been documented using geomorphic.
4th International Conference on Earthquake Engineering Taipei, Taiwan October 12-13, 2006 Site-specific Prediction of Seismic Ground Motion with Bayesian.
Near Fault Ground Motions and Fault Rupture Directivity Pulse Norm Abrahamson Pacific Gas & Electric Company.
Chapter 20 Statistical Considerations Lecture Slides The McGraw-Hill Companies © 2012.
Geology 5670/6670 Inverse Theory 20 Feb 2015 © A.R. Lowry 2015 Read for Mon 23 Feb: Menke Ch 9 ( ) Last time: Nonlinear Inversion Solution appraisal.
HOW LARGE OF A SAMPLE SHOULD YOU USE? The larger the sample size, the more likely: o It will be representative of the whole population o The conclusions.
CHAPTER 2: Basic Summary Statistics
Seismic Sources CEE 431/ESS465. Seismic Sources Identification Geologic evidence Field reconnaissance Trench logging Test pits, borings Airphoto interpretation.
Repeatable Path Effects on The Standard Deviation for Empirical Ground Motion Models Po-Shen Lin (Institute of geophysics, NCU) Chyi-Tyi Lee (Institute.
CyberShake and NGA MCER Results Scott Callaghan UGMS Meeting November 3, 2014.
Epistemic uncertainty in California-wide simulations of synthetic seismicity Fred Pollitz, USGS Menlo Park Acknowledgments: David Schwartz, Steve Ward.
NGA Project Review and Status Norm Abrahamson NGA Workshop #5 March, 2004.
PCB 3043L - General Ecology Data Analysis Organizing an ecological study What is the aim of the study? What is the main question being asked? What are.
Analysis of ground-motion spatial variability at very local site near the source AFIFA IMTIAZ Doctorant ( ), NERA Project.
On constraining dynamic parameters from finite-source rupture models of past earthquakes Mathieu Causse (ISTerre) Luis Dalguer (ETHZ) and Martin Mai (KAUST)
CE 5603 Seismic Hazard Assessment
Better Characterizing Uncertainty in Geologic Paleoflood Analyses
Philip J. Maechling (SCEC) September 13, 2015
7.3 Measuring and Predicting Earthquakes
Faults, Earthquakes, and Simulations
SICHUAN EARTHQUAKE May 12, 2008
Earthquake Machine, part 2
Deterministic Seismic Hazard Analysis
CHAPTER 2: Basic Summary Statistics
Chapter Nine: Using Statistics to Answer Questions
Probabilistic Seismic Hazard Analysis
Presentation transcript:

Fault Segmentation: User Perspective Norm Abrahamson PG&E March 16, 2006

Segmentation Approaches in Seismic Hazard Practice Pre ~1985 –Used 1/3 to 1/2 fault length for the characteristic (max) earthquake –Implies segmentation but unknown segmentation points –Geologist identified segmentation points –Used full length of segments for characteristic earthquake –Typically considered segmented or unsegmented cases through logic tree (e.g. epistemic uncertainty), but not aleatory variability in segmentation Current –Begin to include aleatory variability in segmentation (sometimes individual segment rupture, sometimes multi-segment ruptures

Unknown Segmentation Truncated exponential model for mag pdf is sometimes used as proxy for segmentation

Example: Effects of Segmentation Slip-rate=10 mm/yr

Deterministic Approach (Median Sa) MagnitudePGASa(T=3 sec) Segmented g.088g Unsegmented g0.108g

Example: Effects of Segmentation PGA: Site 1 (at segmentation point)

Example: Effects of Segmentation T=3: Site 1 (at segmentation point)

Example: Effects of Segmentation PGA: Site 2 (middle of a segment)

Example: Effects of Segmentation T=3: Site 2 (middle of a segment)

User Needs for Segmentation Fault Models –Need rates of ruptures on faults –Develop credible models of the fault behavior in terms of segmentation that are consistent with observations Avoid Bias –Should not include intentional conservatism Not clear what is conservative Uncertainty –Uncertainty in segmentation is handled using alternative models of fault behavior Should not just be single segments ruptures and all segment ruptures

Truncated Exponential Model for faults Hecker evaluated variability of surface slip at a point Found that the truncated exponential model will produce much larger variability than observed Concluded that truncated exponential model is not applicable to individual faults

User Needs Earthquake probabilities for ruptures are useful, but they need to be converted to PSHA inputs More useable information is the equivalent slip-rate that for each rupture (single segment or multi-segment) –Allows direct input into standard PSHA codes

Example from WG03 94% Moment in Char Eqk RuptureMean Characteristic Magnitude P(M>6.7) in 30 yrs Equivalent slip- rate (mm/yr) NH SH NH+SH RC RC+NH RC+NH+SH Floating

Coefficient of Variation of Surface Slip at at Point (from Hecker) Style-of-faultingCV Strike-slip0.38 (±0.04) Normal0.45 (±0.04) Reverse0.32 (±0.04)

Testing of Magnitude Recurrence Models Using C.V. Forward Modeling of expected observations of slip at a point –Prob (M) (from mag recurrence model) –Prob (rupture to surface given M) –Prob (rupture past site given Rup Length(M)) –Prob (amount of surface slip given M) –Prob (detection) including effect of adding slip from non-detected events to the detected events Magnitude recurrence models –Truncated exponential –Youngs & Coppersmith Characteristic –Max Mag = 7.5, MinMag = 6.0

Amount of Surface Slip Average Displacement –Use Wells and Coppersmith for all fault types –log(AD) = M ± 0.36 ( ± 0.82 ln units) Variation in Displacement along Strike –Use results from (ref?) –Sigma along strike approx 0.7 natural log units Total standard deviation of slip-at-a-point –Sqrt( )=1.07

C. V. from Modeling Results Case1: Using full Slip Variability for given M Slip with 50% chance of detection in next to last event Truncated Exponential Y&C Characteristic 0.1 m m m m m

C. V. from Modeling Results Case1: Using reduced Variability for given M (reduced to 0.3 natural log units) Slip with 50% chance of detection in next to last event Truncated Exponential Y&C Characteristic 0.1 m m m m m

Conclusions from Forward Modeling of Surface Slip Variability of slip at a point must be much smaller than expected using global models The Y&C mag recurrence model can give C.V. values similar to observed values if small variability in slip for given mag is used. The truncated exponential mag recurrence model gives much larger C.V. values than observed even with reduced variability in slip given mag. –The truncated exponential model is not consistent with the observed C.V. values.

Effect of Small Number of Events per Site Use Monte Carlo –Population C.V.=0.4 –Same sampling as in data set Result: –Average C.V.=0.41 (small bias toward larger CV)

Event Position of Smallest Slip Smallest slip is more often the most recent event Accommodate effect by overprinting Calibrate levels for overprinting (e.g. 40% of amplitude) using observed frequencies

Effect of Probability of Detection and Overprinting Example: mean slip is close to detection threshold result: Increase in C.V.

Effect of Probability of Detection Example: mean slip is 2.5 times detection threshold Result: Similar C.V.

Probability of Surface Rupture (modified from IGNS, 2003)