Uncertainties in Seismic Hazard Maps for the New Madrid Seismic Zone and Implications for Seismic Hazard Communication

Earthquake risk assessment has been described as “a game of chance of which we still don't know all the rules” (Lomnitz, 1989). This challenge is illustrated by attempts to estimate the seismic hazard for parts of the central U.S. due to earthquakes in the New Madrid Seismic Zone (NMSZ). The U.S. Geological Survey National Seismic Hazard Maps predict that the seismic hazard in the area is surprisingly high, in some ways exceeding that in California. These predictions reflect crucial parameter assumptions, many of which have considerable uncertainty due to the absence of instrumental data from any but small earthquakes. Hence we explore the coupled questions of how the predicted hazard depends on various assumptions and how the uncertainties in estimates of hazard might be communicated to scientists, engineers, policy-makers, and others facing the challenge of deciding on seismic safety strategies that balance costs and benefits. At present, most seismic hazard assessment is done using the probabilistic seismic hazard analysis (PSHA) approach developed by Cornell (1968) and widely applied in engineering design ( e.g., Reiter, 1990; McGuire, 1995). An informative and entertaining overview of PSHA is given by Hanks and Cornell (1994). Major studies of seismic hazard in the central and eastern United States, including the NMSZ, were conducted in the 1980's by Lawrence Livermore National Laboratory (Bernreuter et al., 1985) and the Electric Power Research Institute (EPRI, 1986) for application to nuclear power plant licensing. A detailed study of the NMSZ was also carried out for the U.S. Department of Energy for the Gaseous Diffusion Plant in Paducah, Kentucky (Risk Engineering, 1999). Based on these and related efforts, and motivated bythe design and licensing needs of critical facilities, detailed consensus recommendations have been developed for conducting PSHA (SSHAC, 1997). It has become common to apply the PSHA method to …

[1]  Newman,et al.  Slow deformation and lower seismic hazard at the new madrid seismic zone , 1999, Science.

[2]  D. Wells,et al.  New empirical relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement , 1994, Bulletin of the Seismological Society of America.

[3]  John E. Farley Earthquake Fears, Predictions, and Preparations in Mid-America , 1998 .

[4]  C. Cornell Engineering seismic risk analysis , 1968 .

[5]  David R. Brillinger,et al.  A more precise chronology of earthquakes produced by the San Andreas fault in southern California , 1989 .

[6]  G. Atkinson,et al.  Ground-motion relations for eastern North America , 1995, Bulletin of the Seismological Society of America.

[7]  A. Frankel Mapping Seismic Hazard in the Central and Eastern United States , 1995 .

[8]  M. Zoback,et al.  Rapid Intraplate Strain Accumulation in the New Madrid Seismic Zone , 1992, Science.

[9]  Robert R. Youngs,et al.  Implications of fault slip rates and earthquake recurrence models to probabilistic seismic hazard estimates , 1985 .

[10]  Guccione,et al.  Fault slip rates in the modern new madrid seismic zone , 1999, Science.

[11]  L. Sykes,et al.  Frequency of occurrence of moderate to great earthquakes in intracontinental regions: Implications for changes in stress, earthquake prediction, and hazards assessments , 1997 .

[12]  Mark D. Petersen,et al.  A Monte Carlo approach in estimating uncertainty for a seismic hazard assessment of Los Angeles, Ventura, and Orange counties, California , 1996, Bulletin of the Seismological Society of America.

[13]  Gail M. Atkinson,et al.  Some Comparisons Between Recent Ground- Motion Relations , 1997 .

[14]  Richard G. Gordon,et al.  Current plate motions , 1990 .

[15]  Robin K. McGuire,et al.  Probabilistic Seismic Hazard Mapping of the Mississippi Embayment , 1992 .

[16]  B. F. Howell On the effect of too small a data base on earthquake frequency diagrams , 1985 .

[17]  Yan Y. Kagan,et al.  The longer it has been since the last earthquake, the longer the expected time till the next? , 1989 .

[18]  Charles S. Mueller,et al.  USGS NATIONAL SEISMIC HAZARD MAPS: UNIFORM HAZARD SPECTRA, DE-AGGREGATION, AND UNCERTAINTY , 1997 .

[19]  R. Mcguire Probabilistic seismic hazard analysis and design earthquakes: Closing the loop , 1995, Bulletin of the Seismological Society of America.

[20]  S. Hough,et al.  On the modified Mercalli intensities and magnitudes of the 1811/1812 New Madrid, central United States, earthquakes , 1999 .

[21]  J. C. Savage Criticism of some forecasts of the national earthquake prediction evaluation council , 1991, Bulletin of the Seismological Society of America.

[22]  Cinna Lomnitz Comment on “Temporal and magnitude dependence in earthquake recurrence models” by C. A. Cornell and S. R. Winterstein , 1989 .

[23]  B. Fischhoff,et al.  Assessing uncertainty in physical constants , 1986 .

[24]  R. Pielke,et al.  Prediction : science, decision making, and the future of nature , 2000 .

[25]  O. Nuttli,et al.  The Mississippi Valley earthquakes of 1811 and 1812: Intesities, ground motion and magnitudes , 1973, Bulletin of the Seismological Society of America.

[26]  A. Johnston Seismic moment assessment of earthquakes in stable continental regions—III. New Madrid 1811–1812, Charleston 1886 and Lisbon 1755 , 1996 .

[27]  C. Cramer,et al.  Preliminary seismic hazard assessment for Los Angeles, Ventura, and Orange counties, California, affected by the 17 January 1994 Northridge earthquake , 1996, Bulletin of the Seismological Society of America.

[28]  K. Kelson,et al.  Multiple late Holocene earthquakes along the Reelfoot fault, central New Madrid seismic zone , 1996 .

[29]  Arch C. Johnston,et al.  Recurrence rates and probability estimates for the New Madrid Seismic Zone , 1985 .

[30]  James L. Davis,et al.  Present-day pattern of Cordilleran deformation in the western United States , 1999 .

[31]  Howard H. M. Hwang,et al.  Site coefficients for design of buildings in eastern United States , 1997 .

[32]  S. Hough,et al.  On the Modified Mercalli intensities and magnitudes of the 1811–1812 New Madrid earthquakes , 2000 .

[33]  Robert J. Budnitz,et al.  Recommendations for probabilistic seismic hazard analysis: Guidance on uncertainty and use of experts , 1997 .

[34]  G. R. Toro,et al.  Model of Strong Ground Motions from Earthquakes in Central and Eastern North America: Best Estimates and Uncertainties , 1997 .

[35]  R. Youngs,et al.  Attenuation Relationships for Shallow Crustal Earthquakes Based on California Strong Motion Data , 1997 .

[36]  Barbara Romanowicz,et al.  On the variation of b-values with earthquake size , 1994 .

[37]  M. Ellis,et al.  Reconciling Short Recurrence Intervals with Minor Deformation in the New Madrid Seismic Zone , 1994, Science.

[38]  Daniel Sarewitz,et al.  Prediction in the Earth sciences and environmental policy making , 1999 .

[39]  J. C. Savage The Parkfield prediction fallacy , 1993, Bulletin of the Seismological Society of America.

[40]  Sarah K. Nathe,et al.  Public Education for Earthquake Hazards , 2000 .

[41]  S. Harmsen,et al.  Deaggregation of probabilistic ground motions in the central and eastern United States , 1999 .

[42]  S. Stein,et al.  How rigid is the stable interior of the North American Plate , 1996 .

[43]  Eugene S. Schweig,et al.  THE -ENIGMA OF THE NEW MADRID EARTHQUAKES OF 1811-1812 , 1996 .

[44]  D. Giardini,et al.  Active Normal Faulting in the Upper Rhine Graben and Paleoseismic Identification of the 1356 Basel Earthquake , 2001, Science.

[45]  A. Knap,et al.  Climate science and insurance risk , 1997, Nature.

[46]  Robert J. Geller,et al.  Scaling relations for earthquake source parameters and magnitudes , 1976 .

[47]  M. Tuttle,et al.  Archeological and pedological evidence for large prehistoric earthquakes in the New Madrid seismic zone, central United States , 1995 .

[48]  William T. Holmes,et al.  The 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures , 2000 .