Objectives the Multiple Large Blind Thrust Faults Capable of Generating

Total Page:16

File Type:pdf, Size:1020Kb

Objectives the Multiple Large Blind Thrust Faults Capable of Generating Objectives The multiple large blind thrust faults capable of generating large-magnitude earthquakes that underlie the Los Angeles metropolitan area represent one of the most critical seismic risks in southern California [Dolan et al., 1995; Shaw et al., 2002; Dolan et al., 2003; Field et al., 2005]. Despite this recognition, as well as significant advances in documenting the earthquake history, geometry, and slip rates on these structures, we still do not fully understand how coseismic deformation is manifest at the surface above these blind thrusts in large-magnitude events. The July 21, 1952 Mw 7.3 Kern County earthquake was generated by a multi- segment rupture of an ~50-km-long section of the White Wolf fault, a major south- dipping thrust fault beneath the southernmost San Joaquin Valley and western Tehachapi Mountains [Steinbrugge and Moran, 1954; Jenkins and Oakeshott, 1955; Bolt, 1978; Stein and Thatcher, 1981; Wallace and Junkyoung, 1989; Dreger and AOI Figure 1. Regional setting of study area, with quaternary faults (red), seismicity (purple), and coseismic deformation associated with the 1952 Kern County Earthquake denoted. Location of the main area of focus for this study (yellow) is highlighted. Savage, 1999]. While the eastern half of the 1952 rupture generated small- displacement surface rupture (~1m offset), the western half of the rupture, including the location of the hypocenter, occurred as a blind thrust event [Jenkins and Oakeshott, 1955] (Figure 1). As such, it presents a unique opportunity to relate the observed coseismic surface deformation pattern associated with a large blind thrust earthquake to the geometry and location of folding related to previous events in the subsurface, thus informing our ability to infer this relationship more confidently for other blind thrusts for which coseismic deformation has not yet occurred in the historic era, or for which the acquisition of such data is difficult due to circumstances of geologic conditions or land use. Following the highly successful two-stage approach employed in previous studies of blind thrust faults [e.g., Oskin et al., 2000; Shaw et al., 2002; Pratt et al., 2002; Dolan et al., 2003; Leon et al., 2009], we have undertaken the first stage of such an analysis of this structure aimed at documenting the location, geometry, and ages of folding events that have occurred on the White Wolf blind thrust fault. Methodology CharacteriZing the geometry of the White Wolf Fault and associated folding, and its relationship to coseismic deformation for the 1952 Kern County Earthquake required two steps for this initial phase of the project. First, it was necessary to compile all of the available surface and subsurface geological and geophysical data, in some cases digitiZe and georeference it from publications, and place it all within a single project so that it could be jointly analyZed (Figure 1). A location was then identified for acquisition of a seismic reflection profile optimiZed to image the folded sediments overlying the blind thrust fault (as constrained by the compiled data), and these data were acquired using nodal seismometers and a vibroseis source in January of 2019. The seismic reflection acquisition required balancing two competing objectives. Due to the lack of surface topographic expression, sparsely-spaced subsurface constraints from existing data, and limited spatial resolution of coseismic information, a long seismic reflection profile was necessary to provide the greatest likelihood of capturing the fold scarp. On the other hand, because we want to be able to observe the shallowest possible manifestation of the fold scarp in the subsurface in order to delineate a target for potential shallow boreholes to age date the most recent events, a close receiver spacing was required in order to provide the possibility of imaging these reflectors that are associated with the most recent surface folding events. Therefore, we balanced these two objectives with the instruments and source options permitted by the available budget, to create a source and acquisition geometry optimiZed to satisfying these dual objectives. After evaluating a range of alternatives, we decided that contracting a large vibroseis source and nodal seismic array (supplemented with additional compatible nodal seismometers owned by the seismology group at the University of AriZona) through NodalSeismic allowed us to maximiZe the quality and quantity of data acquired while satisfying our multiple imaging objectives and fitting within our budget constraints. We designed the survey as follows: a single 4.83 km long North-South oriented line (along Edison Road), with receivers spaced at 15 foot intervals. The nodal seismometers recorded data continuously at a 1 ms sample rate, and the instruments were buried to ensure optimal coupling and decrease noise. The vibroseis source performed two linear sweeps from 10 to 120 HertZ for 18 seconds; shots were spaced at 15-foot intervals. Surveying, laying out, and deploying seismometers required 1.5 days in the field (Figure 2), testing of the source and running the vibroseis source required 2.5 days, and undeploying and collecting the seismometers required an additional day in the field. Because of the use of nodal seismometers, all instruments were laid out for all of the active source shots; as a result, we were able to maximiZe the fold of the data (improving signal-to-noise ratio). Additionally, because the instruments were continuously recording data the duration of the experiment (4-5 days, depending on when the specific instrument was deployed and undeployed), we have a continuous seismic record for a dense seismic array over this time period. These continuous data will be processed to look for local microseismicity Figure 2. Students from the University of Arizona deploying nodal that could be associated with seismometers for the seismic reflection acquisition associated with this study. the White Wolf fault, further supplementing the interpretation to improve our understanding of the fault; additional analyses of more regional seismicity could also be undertaken in the future. These data will be processed in the Promax software package, an industry- standard software for seismic reflection processing, using standard algorithms and approaches for processing. The resulting seismic reflection image will then be interpreted and placed within the framework of the other existing surface and subsurface data. The geometry of the fold and fault will be modeled using existing structural geologic kinematic concepts for fault propagation folding [Allmendinger, 1998; Suppe and Medwedeff, 1990]; should no models for the geometric relationships prove to be a satisfactory fit to the observed geometry, PI Hughes will conduct mechanical modeling using the discrete element modeling method to gain insight into the mechanical controls on the variations, as has been undertaken in related studies [Benesh et al., 2014; Hughes and Shaw, 2015, and others]. Results Through the duration of the grant timeframe, PI Hughes and a first-year MS graduate student at the University of AriZona worked together to compile the existing surface and subsurface data constraining the geometry of the White Wolf fault and associated folding with the coseismic observations from the 1952 Kern County Earthquake. These data were used to plan and optimiZe the final survey location and acquisition parameters for the seismic reflection survey. Further work consisted of evaluating different options for contracting a seismic source, working with Kern County officials to acquire the necessary permits for this acquisition, and arrange for the logistical needs of the seismic acquisition. Finally, we recently completed the field component of this study; the data have been downloaded, and a preliminary look at the raw data indicates that the data are of high quality and are likely to yield a high quality image in both the shallow and deep portions of the structure. Because the data were acquired six weeks ago, we are still in the preliminary phase of pre-processing of the data. These data will be processed under the direction of PI Johnson by two graduate students at the University of AriZona in the coming months; one student will optimiZe processing for imaging the deep geometry of the structure, while another will optimiZe processing for imaging the shallowest reflectors in the near subsurface. The primary student who is involved in this project will make the processing and integrated interpretation the basis for his MS thesis dissertation; because he is funded under the NSF Bridge-to-Doctorate program, and is jointly advised by PIs Hughes and Johnson, he will have ample support to successfully complete this project. We anticipate sharing the results of the seismic processing at the SCEC annual meeting in fall 2019, and writing and submitting for publication the results of the integrated study in 2020. References Allmendinger, R., 1998. Inverse and forward numerical modeling of trishear fault propagation folds. Tectonics 17 (4), 640-656. Benesh, N.P., Plesch, A., Shaw, J.H., Frost, E.K., 2007. Investigation of growth fault bend folding using discrete element modeling: implications for signatures of active folding above blind thrust faults. J. Geophys. Res. 112 (B03S04) http:// dx.doi.org/10.1029/2006JB004466. Bolt, B.A. (1978), The local magnitude ML of the Kern County Earthquake of July 21, 1952, Bulletin of the Seismological Society of America, 68 (2), 513-515. Dolan, J.F., K. Sieh, T.J. Rockwell, R.S. Yeats, J. Shaw, J. Suppe, G.J. Huftile, E.M. Gath (1995), Prospects for larger or more frequent earthquakes in the Los Angeles metropolitan region, Science, 267, 199-205. Dolan, J.F., S.A. Christofferson, J.H. Shaw (2003), Recognition of paleoearthquakes on the Puente Hills blind thrust faults, California, Science, 300, 115-118. Dreger, D. and B. Savage (1999), Aftershocks of the 1952 Kern County, California, earthquake sequence: Bulletin of the Seismological Society of America, v. 89, p. 1094-1108. Field, E.H., H. A. Seligson, N. Gupta, V. Gupta, T.
Recommended publications
  • Seismic Resilience Report Is Located on the Seismic Resilience Sharepoint Site
    REPORT SEISMIC RESILIENCE FIRST BIENNIAL REPORT The Metropolitan Water District of Southern California 700 N. Alameda Street, Los Angeles, California 90012 Report No. 1551 February 2018 The Metropolitan Water District of Southern California Seismic Resilience First Biennial Report SEISMIC RESILIENCE FIRST BIENNIAL REPORT Prepared By: The Metropolitan Water District of Southern California 700 North Alameda Street Los Angeles, California 90012 Report Number 1551 February 2018 Report No. 1551 – February 2018 iii The Metropolitan Water District of Southern California Seismic Resilience First Biennial Report Copyright © 2018 by The Metropolitan Water District of Southern California. The information provided herein is for the convenience and use of employees of The Metropolitan Water District of Southern California (MWD) and its member agencies. All publication and reproduction rights are reserved. No part of this publication may be reproduced or used in any form or by any means without written permission from The Metropolitan Water District of Southern California. Any use of the information by any entity other than Metropolitan is at such entity's own risk, and Metropolitan assumes no liability for such use. Prepared under the direction of: Gordon Johnson Chief Engineer Prepared by: Robb Bell Engineering Services Don Bentley Water Resource Management Winston Chai Engineering Services David Clark Engineering Services Greg de Lamare Engineering Services Ray DeWinter Administrative Services Edgar Fandialan Water Resource Management Ricardo Hernandez
    [Show full text]
  • Stress Triggering in Thrust and Subduction Earthquakes and Stress
    JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 109, B02303, doi:10.1029/2003JB002607, 2004 Stress triggering in thrust and subduction earthquakes and stress interaction between the southern San Andreas and nearby thrust and strike-slip faults Jian Lin Department of Geology and Geophysics, Woods Hole Oceanographic Institution, Woods Hole, Massachusetts, USA Ross S. Stein U.S. Geological Survey, Menlo Park, California, USA Received 30 May 2003; revised 24 October 2003; accepted 20 November 2003; published 3 February 2004. [1] We argue that key features of thrust earthquake triggering, inhibition, and clustering can be explained by Coulomb stress changes, which we illustrate by a suite of representative models and by detailed examples. Whereas slip on surface-cutting thrust faults drops the stress in most of the adjacent crust, slip on blind thrust faults increases the stress on some nearby zones, particularly above the source fault. Blind thrusts can thus trigger slip on secondary faults at shallow depth and typically produce broadly distributed aftershocks. Short thrust ruptures are particularly efficient at triggering earthquakes of similar size on adjacent thrust faults. We calculate that during a progressive thrust sequence in central California the 1983 Mw = 6.7 Coalinga earthquake brought the subsequent 1983 Mw = 6.0 Nun˜ez and 1985 Mw = 6.0 Kettleman Hills ruptures 10 bars and 1 bar closer to Coulomb failure. The idealized stress change calculations also reconcile the distribution of seismicity accompanying large subduction events, in agreement with findings of prior investigations. Subduction zone ruptures are calculated to promote normal faulting events in the outer rise and to promote thrust-faulting events on the periphery of the seismic rupture and its downdip extension.
    [Show full text]
  • Loss Estimates for a Puente Hills Blind-Thrust Earthquake in Los Angeles, California
    Loss Estimates for a Puente Hills Blind-Thrust Earthquake in Los Angeles, California a) b) c) Edward H. Field, M.EERI, Hope A. Seligson, M.EERI, Nitin Gupta, c) c) d) Vipin Gupta, Thomas H. Jordan, and Kenneth W. Campbell, M.EERI Based on OpenSHA and HAZUS-MH, we present loss estimates for an earthquake rupture on the recently identified Puente Hills blind-thrust fault beneath Los Angeles. Given a range of possible magnitudes and ground mo- tion models, and presuming a full fault rupture, we estimate the total eco- nomic loss to be between $82 and $252 billion. This range is not only con- siderably higher than a previous estimate of $69 billion, but also implies the event would be the costliest disaster in U.S. history. The analysis has also pro- vided the following predictions: 3,000–18,000 fatalities, 142,000–735,000 displaced households, 42,000–211,000 in need of short-term public shelter, and 30,000–99,000 tons of debris generated. Finally, we show that the choice of ground motion model can be more influential than the earthquake magni- tude, and that reducing this epistemic uncertainty (e.g., via model improve- ment and/or rejection) could reduce the uncertainty of the loss estimates by up to a factor of two. We note that a full Puente Hills fault rupture is a rare event (once every ϳ3,000 years), and that other seismic sources pose signifi- cant risk as well. [DOI: 10.1193/1.1898332] INTRODUCTION Recent seismologic and geologic studies have revealed a dangerous fault system, the Puente Hills blind thrust, buried directly beneath Los Angeles, California (Shaw and Shearer 1999, Shaw et al.
    [Show full text]
  • Coseismic Fault-Related Fold Model, Growth Structure, and the Historic
    JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 112, B03S07, doi:10.1029/2006JB004377, 2007 Click Here for Full Article Coseismic fault-related fold model, growth structure, and the historic multisegment blind thrust earthquake on the basement-involved Yoro thrust, central Japan Tatsuya Ishiyama,1 Karl Mueller, 2 Hiroshi Sato,3 and Masami Togo4 Received 6March 2006; revised 16 January 2007; accepted 5February 2007; published28March 2007. [ 1 ] We use high-resolution seismic reflection profiles, boring transects, and mapping of fold scarps that deform late Quaternary and Holocene sediments to define the kinematic evolution, subsurface geometry,coseismic behavior,and fault slip rates for an active, basement-involved blind thrust system in central Japan. Coseismic fold scarps on the Yoro basement-involved fold are defined by narrow fold limbs and angular hinges on seismic profiles, suggesting that at least 3.9 km of fault slip is consumed by wedge thrust folding in the upper 10 km of the crust. The close coincidence and kinematic link between folded horizons and the underlying thrust geometry indicate that the Yoro basement- involved fold has accommodated slip at an average rate of 3.2 ±0.1 mm/yr on ashallowly west dipping thrust fault since early Pleistocene time. Past large-magnitude earthquakes, including an historic M 7.7 event in A.D. 1586 that occurred on the Yoro blind thrust, are shown to have produced discrete folding by curved hinge kink band migration above the eastward propagating tip of the wedge thrust. Coseismic fold scarps formed during the A.D. 1586 earthquake can be traced along the en echelon active folds that extend for at least 60 km, in spite of different styles of folding along the apparently hard-linked Nobi-Ise blind thrust system.
    [Show full text]
  • Earthquake Ground Motion Estimation
    DRAFT IDNDR Ground Motion Estimation Paper August 29, 2001 Earthquake Ground Motion Estimation Daniel R. H. O’Connell and Jon P. Ake U.S. Bureau of Reclamation, P.O. Box 25007 D-8330, Denver, CO 80225, USA; [email protected] INTRODUCTION A primary goal of seismology is to estimate how the ground moves in response to an earthquake at specific locations of interest. When a building is subjected to ground shaking from an earthquake, elastic waves travel through the structure and the building begins to vibrate at various frequencies characteristic of the stiffness and shape of the building. Earthquakes generate ground motions over a wide range of frequencies, from static displacements to tens of cycles per second [Hertz (Hz)]. Most structures have resonant vibration frequencies in the 0.1 Hz to 10 Hz range. A structure is most sensitive to ground motions with frequencies near its natural resonant frequency. Damage to a building thus depends on its properties and the character of the earthquake ground motions, such as peak acceleration and velocity, duration, frequency content, kinetic energy, phasing, and spatial coherence. Realistic ground motion time histories are needed for nonlinear dynamic analysis of structures to engineer earthquake-resistant buildings and critical structures, such as dams, bridges, and lifelines. Ground motion estimation is predicated on the availability of detailed geological and geophysical information about locations, geometries, and rupture characteristics of earthquake faults. Such information is often not readily available. One most recognize that uncertainties about tectonics and the location and activity rates of faults is the dominant contribution to uncertainty in ground motion estimation.
    [Show full text]
  • Earthquake Prediction by Animals: Evolution and Sensory Perception by Joseph L
    Bulletin of the Seismological Society of America, 90, 2, pp. 312±323, April 2000 Earthquake Prediction by Animals: Evolution and Sensory Perception by Joseph L. Kirschvink Abstract Animals living within seismically active regions are subjected episod- ically to intense ground shaking that can kill individuals through burrow collapse, egg destruction, and tsunami action. Although anecdotal and retrospective reports of animal behavior suggest that although many organisms may be able to detect an impending seismic event, no plausible scenario has been presented yet through which accounts for the evolution of such behaviors. The evolutionary mechanism of ex- aptation can do this in a two-step process. The ®rst step is to evolve a vibration- triggered early warning response which would act in the short time interval between the arrival of P and S waves. Anecdotal evidence suggests this response already exists. Then if precursory stimuli also exist, similar evolutionary processes can link an animal's perception of these stimuli to its P-wave triggered response, yielding an earthquake predictive behavior. A population-genetic model indicates that such a seismic-escape response system can be maintained against random mutations as a result of episodic selection that operates with time scales comparable to that of strong seismic events. Hence, additional understanding of possible earthquake precursors that are presently outside the realm of seismology might be gleaned from the study of animal behavior, sensory physiology, and genetics. A brief review of possible seismic precursors suggests that tilt, hygroreception (humidity), electric, and mag- netic sensory systems in animals could be linked into a seismic escape behavioral system.
    [Show full text]
  • Tsunami Hazards Associated with the Catalina Fault in Southern California
    PROOF COPY 001403EQS Tsunami Hazards Associated with the Catalina Fault in Southern California a) b) b) Mark R. Legg, M.EERI, Jose C. Borrero, and Costas E. Synolakis We investigate the tsunami hazard associated with the Catalina Fault off- shorePROOF of southern California. COPY Realistic faulting001403EQS parameters are used to match coseismic displacements to existing sea floor topography. Several earthquake scenarios with moment magnitudes ranging between 7.0 and 7.6 are used as initial conditions for tsunami simulations, which predict runup of up to 4 m. Normalizing runup with the maximum uplift identifies areas susceptible to tsunami focusing and amplification. Several harbors and ports in southern California lie in areas where models predict tsunami amplification. Return periods are estimated by dividing the modeled seafloor uplift per event by the observed total uplift of the Santa Catalina Island platform multiplied by the time since the uplift began. The analysis yields return periods between 2,000 to 5,000 years for the Catalina Fault alone, and 200 to 500 years when all offshore faults are considered. [DOI: 10.1193/1.1773592] INTRODUCTION Locally generated tsunamis from major active faults offshore southern California threaten nearby coastal cities. Disruption of operations at port facilities due to tsunami attack could severely impact the regional and national economies. Historically, the po- tential for tsunami generation from local sources was believed to be insignificant be- cause most of the faulting in the southern California region is strike-slip in character. Yet major thrust and reverse faulting occurs throughout the western Transverse Ranges (WTR), including historical tsunami occurrence following strong earthquakes in the Santa Barbara Channel region and west of Point Conception (McCulloch 1985, Lander et al.
    [Show full text]
  • FINAL REPORT Element
    FINAL REPORT IMPROVED PREDICTION METHOD FOR TIME HISTORIES OF NEAR-FIELD GROUND MOTIONS WITH APPLICATION TO SOUTHERN CALIFORNIA Award: 04HQGR0059 Element III: Evaluate Urban Hazard and Risk Ralph J. Archuleta Pengcheng Liu Institute for Crustal Studies University of California, Santa Barbara Research supported by the U. S. Geological Survey (USGS), Department of Interior, under USGS award number 04HQGR0059. The views and conclusions contained in this document are those of the authors and should not be interpreted as necessarily representing the official policies, either expressed or implied, of the U. S. Government. Award: 04HQGR0059 IMPROVED PREDICTION METHOD FOR TIME HISTORIES OF NEAR- FIELD GROUND MOTIONS WITH APPLICATION TO SOUTHERN CALIFORNIA Ralph J. Archuleta Pengcheng Liu Institute for Crustal Studies University of California, Santa Barbara 93106 Phone: 805-893-8441 FAX: 805-893-8649 Email: [email protected] Email: [email protected] Technical Abstract Abstract We present a new method for calculating broadband time histories of ground motion based on a hybrid low-frequency/high-frequency approach with correlated source parameters. Using a finite-difference method we calculate low-frequency synthetics (< ~1Hz) in a 3D velocity structure. We also compute broadband synthetics in a 1D velocity model using a frequency- wavenumber method. The low frequencies from the 3D calculation are combined with the high frequencies from the 1D calculation using matched filtering at a cross-over frequency of 1Hz. The source description, common to both the 1D and 3D synthetics, is based on correlated random distributions for the slip amplitude, rupture velocity, and rise time on the fault. This source description allows for the specification of source parameters independent of any a priori inversion results.
    [Show full text]
  • Seismic Constraints and Coulomb Stress Changes of a Blind Thrust Fault System, 2: Northridge, California
    Seismic Constraints and Coulomb Stress Changes of a Blind Thrust Fault System, 2: Northridge, California By Ross S. Stein1 and Jian Lin2 2006 Open-File Report 2006–1158 1 U.S. Geological Survey, Menlo Park, Calif. 2 Woods Hole Oceanographic Institution, Woods Hole, Mass. U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior Dirk Kempthorne, Secretary U.S. Geological Survey P. Patrick Leahy, Acting Director U.S. Geological Survey, Reston, Virginia 2006 Revised and reprinted: 2006 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Suggested citation: Stein, R.S., and Lin, J., 2006, Seismic constraints and Coulomb stress changes of a blind thrust fault system, 2: Northridge, California: U.S. Geological Survey Open-File Report 2006-1158, 17 p. [available on the World Wide Web at URL http://pubs.usgs.gov/of/2006/1158/ ]. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted material contained within this report. 2 Summary We review seismicity, surface faulting, and Coulomb stress changes associated with the 1994 Northridge, California, earthquake. All of the observed surface faulting is shallow, extending meters to tens of meters below the surface.
    [Show full text]
  • The Hayward Fault
    Scenario for a Magnitude 7.0 Earthquake on the Hayward Fault A report produced by the Earthquake Engineering Research Institute with support from the Federal Emergency Management Agency September 1996 Earthquake Engineering Research Institute HF-96 01996 Earthquake Engineering Research Institute (EERI), Oakland, California 94612-1934. All rights reserved. No part of this book may be reproduced in any form or by any means with- out the prior written permission of the publisher, Earthquake Engineering Research Institute, 499 14th Street, Suite 320, Oakland, CA 94612-1934. Printed in the United States of America ISBN #0-943 198-55-0 EERI Publication No. HF-96 Notice: Publication of this report was partially supported by the Federal Emergency Man- agement Agency under Cooperative Agreement EMW-92-K-395 5. This report is published by the Earthquake Engineering Research Institute, a nonprofit corporation for the development and dissemination of knowledge on the problems of destruc- tive earthquakes. The symposium on which this report is based was supported by EERI. Any opinions, findings, conclusions, or recommendations expressed herein are the authors’ and do not necessarily reflect the views of the Federal Emergency Management Agency, the authors’ organizations, or EERI. Managing Editor: Frances M. Christie Development Editor: Sarah K. Nathe Production Editor: Virginia A. Rich Layout and Production: James W. Larimore Design Assistance: Wendy Warren Proofreader: Nancy Riddiough Chapter Opener Maps: Terrance Mark Tape Transcription: Helen B. Harvey Cover Design: Lynne Garell Cover Illustration: Terrance Mark Copies of this publication may be purchased for $1 5 prepaid from EERI, 499-14th Street, Suite 320, Oakland, CA 94612-1934; telephone (510) 451-0905, fax (510) 451-541 1; e-mail [email protected] Web site http://www.eeri.org.
    [Show full text]
  • Kanamori Layout.Indd MH.Indd
    NATURE|Vol 451|17 January 2008|doi:10.1038/nature06585 YEAR OF PLANET EARTH FEATURE Earthquake physics and real-time seismology Hiroo Kanamori The past few decades have witnessed significant progress in our understanding of the physics and complexity of earthquakes. This has implications for hazard mitigation. Simply stated, an earthquake is caused by slip on a fault. However, the for seismic hazard but also provides important clues about the fun- slip motion is complex, reflecting the variation in basic physics that damental physics of earthquakes. Subduction-zone earthquakes with governs fault motion in different tectonic environments. Seismologists slow slip tend to generate unexpectedly large tsunamis (for instance, can learn a great deal about earthquakes from studying the details of the 2006 Java tsunami, represented by a red curve in Fig. 2a). Those slip motion. earthquakes that occur within the subducting slab (for example, the Kuril Islands earthquake of 2007, denoted by a black curve in Fig. 2a) The size of great earthquakes tend to have faster slip and can cause much stronger shaking than those Seismic slip motion involves a broad ‘period’ (or frequency) range, at with comparable magnitudes that occur on the subduction boundary least from 0.1 s to 1 hour, and a wide range of amplitudes, roughly from (for example, the Kuril Islands earthquake of 2006, denoted by a blue 1 µm to 30 m. Most seismographs available before the 1960s could record curve in Fig. 2a). At present, these special characteristics are not fully ground motions over only short periods — less than 30 s — which pre- considered in hazard-mitigation practices, and they need to be more vented seismologists from studying important details of earthquake explicitly considered in the future.
    [Show full text]
  • The Surface/Subsurface Relationship Between Drainage and Buried Faults As Observed in the Andean Foreland of Central-Western Argentina
    THE SURFACE/SUBSURFACE RELATIONSHIP BETWEEN DRAINAGE AND BURIED FAULTS AS OBSERVED IN THE ANDEAN FORELAND OF CENTRAL-WESTERN ARGENTINA Thesis Presented in Partial Fulfillment of the Requirements for the Degree Master of Science in the Graduate School of The Ohio State University By Peter Andreas Enderlin, B.S. Graduate Program in Geological Sciences The Ohio State University 2010 Master’s Examination Committee: Dr. Lindsay Schoenbohm, Advisor Dr. Ian Howat Dr. Lawrence Krissek Copyright by Peter Andreas Enderlin 2010 ABSTRACT The Andean foreland of central-western Argentina (30°-35°S) is characterized by the interaction of the east-vergent, thick-skinned Sierras Pampeanas and the west-vergent, thin-skinned Precordillera. Blind thrust faults are associated with the transition between these structural provinces, and large earthquakes have resulted from their interplay beneath the cities of Mendoza and San Juan. This study develops and applies a geomorphic approach to reveal buried tectonic features at both the scale of individual structures and the regional-scale. We interpret changes in bank heights and sinuosity from three rivers located between the Cerro Salinas and Montecito anticlines to suggest the existence of a third, buried structure. Inflections in elevation swaths indicate these three structures may be connected by the southern continuation of the Cerro Salinas thrust, which would tie the three to the Sierras Pampeanas structural province. Regional- scale drainage in the Andean foreland shows that neither current- nor paleorivers have flowed across the Alto del Desaguadero area. Inflections in W-E and N-S elevation swaths across this area suggest the influence of tectonic forcing, possibly due to a rising basement structure similar to the Sierra Pie de Palo to the north.
    [Show full text]