Earthquakes – Natural and Induced
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The Growing Wealth of Aseismic Deformation Data: What's a Modeler to Model?
The Growing Wealth of Aseismic Deformation Data: What's a Modeler to Model? Evelyn Roeloffs U.S. Geological Survey Earthquake Hazards Team Vancouver, WA Topics • Pre-earthquake deformation-rate changes – Some credible examples • High-resolution crustal deformation observations – borehole strain – fluid pressure data • Aseismic processes linking mainshocks to aftershocks • Observations possibly related to dynamic triggering The Scientific Method • The “hypothesis-testing” stage is a bottleneck for earthquake research because data are hard to obtain • Modeling has a role in the hypothesis-building stage http://www.indiana.edu/~geol116/ Modeling needs to lead data collection • Compared to acquiring high resolution deformation data in the near field of large earthquakes, modeling is fast and inexpensive • So modeling should perhaps get ahead of reproducing observations • Or modeling could look harder at observations that are significant but controversial, and could explore a wider range of hypotheses Earthquakes can happen without detectable pre- earthquake changes e.g.Parkfield M6 2004 Deformation-Rate Changes before the Mw 6.6 Chuetsu earthquake, 23 October 2004 Ogata, JGR 2007 • Intraplate thrust earthquake, depth 11 km • GPS-detected rate changes about 3 years earlier – Moment of pre-slip approximately Mw 6.0 (1 div=1 cm) – deviations mostly in direction of coseismic displacement – not all consistent with pre-slip on the rupture plane Great Subduction Earthquakes with Evidence for Pre-Earthquake Aseismic Deformation-Rate Changes • Chile 1960, Mw9.2 – 20-30 m of slow interplate slip over a rupture zone 920+/-100 km long, starting 20 minutes prior to mainshock [Kanamori & Cipar (1974); Kanamori & Anderson (1975); Cifuentes & Silver (1989) ] – 33-hour foreshock sequence north of the mainshock, propagating toward the mainshock hypocenter at 86 km day-1 (Cifuentes, 1989) • Alaska 1964, Mw9.2 • Cascadia 1700, M9 Microfossils => Sea level rise before1964 Alaska M9.2 • 0.12± 0.13 m sea level rise at 4 sites between 1952 and 1964 Hamilton et al. -
Earthquake Measurements
EARTHQUAKE MEASUREMENTS The vibrations produced by earthquakes are detected, recorded, and measured by instruments call seismographs1. The zig-zag line made by a seismograph, called a "seismogram," reflects the changing intensity of the vibrations by responding to the motion of the ground surface beneath the instrument. From the data expressed in seismograms, scientists can determine the time, the epicenter, the focal depth, and the type of faulting of an earthquake and can estimate how much energy was released. Seismograph/Seismometer Earthquake recording instrument, seismograph has a base that sets firmly in the ground, and a heavy weight that hangs free2. When an earthquake causes the ground to shake, the base of the seismograph shakes too, but the hanging weight does not. Instead the spring or string that it is hanging from absorbs all the movement. The difference in position between the shaking part of the seismograph and the motionless part is Seismograph what is recorded. Measuring Size of Earthquakes The size of an earthquake depends on the size of the fault and the amount of slip on the fault, but that’s not something scientists can simply measure with a measuring tape since faults are many kilometers deep beneath the earth’s surface. They use the seismogram recordings made on the seismographs at the surface of the earth to determine how large the earthquake was. A short wiggly line that doesn’t wiggle very much means a small earthquake, and a long wiggly line that wiggles a lot means a large earthquake2. The length of the wiggle depends on the size of the fault, and the size of the wiggle depends on the amount of slip. -
Energy and Magnitude: a Historical Perspective
Pure Appl. Geophys. 176 (2019), 3815–3849 Ó 2018 Springer Nature Switzerland AG https://doi.org/10.1007/s00024-018-1994-7 Pure and Applied Geophysics Energy and Magnitude: A Historical Perspective 1 EMILE A. OKAL Abstract—We present a detailed historical review of early referred to as ‘‘Gutenberg [and Richter]’s energy– attempts to quantify seismic sources through a measure of the magnitude relation’’ features a slope of 1.5 which is energy radiated into seismic waves, in connection with the parallel development of the concept of magnitude. In particular, we explore not predicted a priori by simple physical arguments. the derivation of the widely quoted ‘‘Gutenberg–Richter energy– We will use Gutenberg and Richter’s (1956a) nota- magnitude relationship’’ tion, Q [their Eq. (16) p. 133], for the slope of log10 E versus magnitude [1.5 in (1)]. log10 E ¼ 1:5Ms þ 11:8 ð1Þ We are motivated by the fact that Eq. (1)istobe (E in ergs), and especially the origin of the value 1.5 for the slope. found nowhere in this exact form in any of the tra- By examining all of the relevant papers by Gutenberg and Richter, we note that estimates of this slope kept decreasing for more than ditional references in its support, which incidentally 20 years before Gutenberg’s sudden death, and that the value 1.5 were most probably copied from one referring pub- was obtained through the complex computation of an estimate of lication to the next. They consist of Gutenberg and the energy flux above the hypocenter, based on a number of assumptions and models lacking robustness in the context of Richter (1954)(Seismicity of the Earth), Gutenberg modern seismological theory. -
Characteristics of Foreshocks and Short Term Deformation in the Source Area of Major Earthquakes
Characteristics of Foreshocks and Short Term Deformation in the Source Area of Major Earthquakes Peter Molnar Massachusetts Institute of Technology 77 Massachusetts Avenue Cambridge, Massachusetts 02139 USGS CONTRACT NO. 14-08-0001-17759 Supported by the EARTHQUAKE HAZARDS REDUCTION PROGRAM OPEN-FILE NO.81-287 U.S. Geological Survey OPEN FILE REPORT This report was prepared under contract to the U.S. Geological Survey and has not been reviewed for conformity with USGS editorial standards and stratigraphic nomenclature. Opinions and conclusions expressed herein do not necessarily represent those of the USGS. Any use of trade names is for descriptive purposes only and does not imply endorsement by the USGS. Appendix A A Study of the Haicheng Foreshock Sequence By Lucile Jones, Wang Biquan and Xu Shaoxie (English Translation of a Paper Published in Di Zhen Xue Bao (Journal of Seismology), 1980.) Abstract We have examined the locations and radiation patterns of the foreshocks to the 4 February 1978 Haicheng earthquake. Using four stations, the foreshocks were located relative to a master event. They occurred very close together, no more than 6 kilo meters apart. Nevertheless, there appear to have been too clusters of foreshock activity. The majority of events seem to have occurred in a cluster to the east of the master event along a NNE-SSW trend. Moreover, all eight foreshocks that we could locate and with a magnitude greater than 3.0 occurred in this group. The're also "appears to be a second cluster of foresfiocks located to the northwest of the first. Thus it seems possible that the majority of foreshocks did not occur on the rupture plane of the mainshock, which trends WNW, but on another plane nearly perpendicualr to the mainshock. -
What Is an Earthquake?
A Violent Pulse: Earthquakes Chapter 8 part 2 Earthquakes and the Earth’s Interior What is an Earthquake? Seismicity • ‘Earth shaking caused by a rapid release of energy.’ • Seismicity (‘quake or shake) cause by… – Energy buildup due tectonic – Motion along a newly formed crustal fracture (or, stresses. fault). – Cause rocks to break. – Motion on an existing fault. – Energy moves outward as an expanding sphere of – A sudden change in mineral structure. waves. – Inflation of a – This waveform energy can magma chamber. be measured around the globe. – Volcanic eruption. • Earthquakes destroy – Giant landslides. buildings and kill people. – Meteorite impacts. – 3.5 million deaths in the last 2000 years. – Nuclear detonations. • Earthquakes are common. Faults and Earthquakes Earthquake Concepts • Focus (or Hypocenter) - The place within Earth where • Most earthquakes occur along faults. earthquake waves originate. – Faults are breaks or fractures in the crust… – Usually occurs on a fault surface. – Across which motion has occurred. – Earthquake waves expand outward from the • Over geologic time, faulting produces much change. hypocenter. • The amount of movement is termed displacement. • Epicenter – Land surface above the focus pocenter. • Displacement is also called… – Offset, or – Slip • Markers may reveal the amount of offset. Fence separated by fault 1 Faults and Fault Motion Fault Types • Faults are like planar breaks in blocks of crust. • Fault type based on relative block motion. • Most faults slope (although some are vertical). – Normal fault • On a sloping fault, crustal blocks are classified as: • Hanging wall moves down. – Footwall (block • Result from extension (stretching). below the fault). – Hanging wall – Reverse fault (block above • Hanging wall moves up. -
Predicting Ground Motion from Induced Earthquakes In
Bulletin of the Seismological Society of America, Vol. 103, No. 3, pp. 1875–1897, June 2013, doi: 10.1785/0120120197 Ⓔ Predicting Ground Motion from Induced Earthquakes in Geothermal Areas by John Douglas, Benjamin Edwards, Vincenzo Convertito, Nitin Sharma, Anna Tramelli, Dirk Kraaijpoel, Banu Mena Cabrera, Nils Maercklin, and Claudia Troise Abstract Induced seismicity from anthropogenic sources can be a significant nui- sance to a local population and in extreme cases lead to damage to vulnerable struc- tures. One type of induced seismicity of particular recent concern, which, in some cases, can limit development of a potentially important clean energy source, is that associated with geothermal power production. A key requirement for the accurate assessment of seismic hazard (and risk) is a ground-motion prediction equation (GMPE) that predicts the level of earthquake shaking (in terms of, for example, peak ground acceleration) of an earthquake of a certain magnitude at a particular distance. Few such models currently exist in regard to geothermal-related seismicity, and con- sequently the evaluation of seismic hazard in the vicinity of geothermal power plants is associated with high uncertainty. Various ground-motion datasets of induced and natural seismicity (from Basel, Geysers, Hengill, Roswinkel, Soultz, and Voerendaal) were compiled and processed, and moment magnitudes for all events were recomputed homogeneously. These data are used to show that ground motions from induced and natural earthquakes cannot be statistically distinguished. Empirical GMPEs are derived from these data; and, although they have similar characteristics to recent GMPEs for natural and mining- related seismicity, the standard deviations are higher. To account for epistemic uncer- tainties, stochastic models subsequently are developed based on a single corner frequency and with parameters constrained by the available data. -
PEAT8002 - SEISMOLOGY Lecture 13: Earthquake Magnitudes and Moment
PEAT8002 - SEISMOLOGY Lecture 13: Earthquake magnitudes and moment Nick Rawlinson Research School of Earth Sciences Australian National University Earthquake magnitudes and moment Introduction In the last two lectures, the effects of the source rupture process on the pattern of radiated seismic energy was discussed. However, even before earthquake mechanisms were studied, the priority of seismologists, after locating an earthquake, was to quantify their size, both for scientific purposes and hazard assessment. The first measure introduced was the magnitude, which is based on the amplitude of the emanating waves recorded on a seismogram. The idea is that the wave amplitude reflects the earthquake size once the amplitudes are corrected for the decrease with distance due to geometric spreading and attenuation. Earthquake magnitudes and moment Introduction Magnitude scales thus have the general form: A M = log + F(h, ∆) + C T where A is the amplitude of the signal, T is its dominant period, F is a correction for the variation of amplitude with the earthquake’s depth h and angular distance ∆ from the seismometer, and C is a regional scaling factor. Magnitude scales are logarithmic, so an increase in one unit e.g. from 5 to 6, indicates a ten-fold increase in seismic wave amplitude. Note that since a log10 scale is used, magnitudes can be negative for very small displacements. For example, a magnitude -1 earthquake might correspond to a hammer blow. Earthquake magnitudes and moment Richter magnitude The concept of earthquake magnitude was introduced by Charles Richter in 1935 for southern California earthquakes. He originally defined earthquake magnitude as the logarithm (to the base 10) of maximum amplitude measured in microns on the record of a standard torsion seismograph with a pendulum period of 0.8 s, magnification of 2800, and damping factor 0.8, located at a distance of 100 km from the epicenter. -
Preliminary Isoseismal Map for the Santa Cruz (Loma Prieta), California, Earthquake of October 18,1989 UTC
DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Preliminary isoseismal map for the Santa Cruz (Loma Prieta), California, earthquake of October 18,1989 UTC Open-File Report 90-18 by Carl W. Stover, B. Glen Reagor, Francis W. Baldwin, and Lindie R. Brewer National Earthquake Information Center U.S. Geological Survey Denver, Colorado This report has not been reviewed for conformity with U.S. Geological Survey editorial stan dards and stratigraphic nomenclature. Introduction The Santa Cruz (Loma Prieta) earthquake, occurred on October 18, 1989 UTC (October 17, 1989 PST). This major earthquake was felt over a contiguous land area of approximately 170,000 km2; this includes most of central California and a portion of western Nevada (fig. 1). The hypocen- ter parameters computed by the U.S. Geological Survey (USGS) are: Origin time: 00 04 15.2 UTC Location: 37.036°N., 121.883°W. Depth: 19km Magnitude: 6.6mb,7.1Ms. The University of California, Berkeley assigned the earthquake a local magnitude of 7.0ML. The earthquake caused at least 62 deaths, 3,757 injuries, and over $6 billion in property damage (Plafker and Galloway, 1989). The earthquake was the most damaging in the San Francisco Bay area since April 18,1906. A major arterial traffic link, the double-decked San Francisco-Oakland Bay Bridge, was closed because a single fifty foot span of the upper deck collapsed onto the lower deck. In addition, the approaches to the bridge were damaged in Oakland and in San Francisco. Other se vere earthquake damage was mapped at San Francisco, Oakland, Los Gatos, Santa Cruz, Hollister, Watsonville, Moss Landing, and in the smaller communities in the Santa Cruz Mountains. -
Incorporating Induced Seismicity Source Models and Ground Motion Predictions to Forecast Dynamic Regional Risk
Incorporating induced seismicity source models and ground motion predictions to forecast dynamic regional risk Jack W. Baker, Ph.D., M.ASCE,1 and Abhineet Gupta, Ph.D. 2 1 Department of Civil and Environmental Engineering, Stanford University, Stanford, CA 94305; e-mail: [email protected] 2 Department of Civil and Environmental Engineering, Stanford University, Stanford, CA 94305; e-mail: [email protected] ABSTRACT Decision-making regarding induced seismicity benefits greatly from quantitative risk assessment. While seismic hazard and risk analysis is widely used for natural seismicity, unique aspects of induced earthquakes require new tools to estimate occurrence rates of future earthquakes, to understand unique features of resulting ground motions, and to understand potential consequences at a regional scale. In this paper, we highlight recent work in dynamic source characterization and induced seismicity ground motion prediction to determine the hazard in the area, followed by prediction of regional scale risk. Results can be used to forecast risk under potential future earthquake activity, to predict benefits of potential interventions, and to quantify important uncertainties in the model that could be refined with further study. Example results for the State of Oklahoma are used to illustrate the potential insights from this analysis approach. INTRODUCTION Risk analysis is a well-established framework for assessing potential impacts of a range of human activities, evaluating the acceptability of those impacts, and taking actions to manage risks. For natural seismicity, risk assessment and hazard assessment are widely used and well established (e.g., McGuire 2004; Petersen et al. 2014). As induced seismicity has emerged as an important issue in a number of regions of the world, adoption of these approaches has naturally arisen as a potentially important tool to support decision-making (e.g., Bommer et al. -
Hypocenter and Focal Mechanism Determination of the August 23, 2011 Virginia Earthquake Aftershock Sequence: Collaborative Research with VA Tech and Boston College
Final Technical Report Award Numbers G13AP00044, G13AP00043 Hypocenter and Focal Mechanism Determination of the August 23, 2011 Virginia Earthquake Aftershock Sequence: Collaborative Research with VA Tech and Boston College Martin Chapman, John Ebel, Qimin Wu and Stephen Hilfiker Department of Geosciences Virginia Polytechnic Institute and State University 4044 Derring Hall Blacksburg, Virginia, 24061 (MC, QW) Department of Earth and Environmental Sciences Boston College Devlin Hall 213 140 Commonwealth Avenue Chestnut Hill, Massachusetts 02467 (JE, SH) Phone (Chapman): (540) 231-5036 Fax (Chapman): (540) 231-3386 Phone (Ebel): (617) 552-8300 Fax (Ebel): (617) 552-8388 Email: [email protected] (Chapman), [email protected] (Ebel), [email protected] (Wu), [email protected] (Hilfiker) Project Period: July 2013 - December, 2014 1 Abstract The aftershocks of the Mw 5.7, August 23, 2011 Mineral, Virginia, earthquake were recorded by 36 temporary stations installed by several institutions. We located 3,960 aftershocks from August 25, 2011 through December 31, 2011. A subset of 1,666 aftershocks resolves details of the hypocenter distribution. We determined 393 focal mechanism solutions. Aftershocks near the mainshock define a previously recognized tabular cluster with orientation similar to a mainshock nodal plane; other aftershocks occurred 10-20 kilometers to the northeast. Detailed relocation of events in the main tabular cluster, and hundreds of focal mechanisms, indicate that it is not a single extensive fault, but instead is comprised of at least three and probably many more faults with variable orientation. A large percentage of the aftershocks occurred in regions of positive Coulomb static stress change and approximately 80% of the focal mechanism nodal planes were brought closer to failure. -
A History of British Seismology
Bull Earthquake Eng (2013) 11:715–861 DOI 10.1007/s10518-013-9444-5 ORIGINAL RESEARCH PAPER A history of British seismology R. M. W. Musson Received: 14 March 2013 / Accepted: 21 March 2013 / Published online: 9 May 2013 © The Author(s) 2013. This article is published with open access at Springerlink.com Abstract The work of John Milne, the centenary of whose death is marked in 2013, has had a large impact in the development in global seismology. On his return from Japan to England in 1895, he established for the first time a global earthquake recording network, centred on his observatory at Shide, Isle of Wight. His composite bulletins, the “Shide Circulars” developed, in the twentieth century, into the world earthquake bulletins of the International Seismolog- ical Summary and eventually the International Seismological Centre, which continues to publish the definitive earthquake parameters of world earthquakes on a monthly basis. In fact, seismology has a long tradition in Britain, stretching back to early investigations by members of the Royal Society after 1660. Investigations in Scotland in the early 1840s led to a number of firsts, including the first network of instruments, the first seismic bulletin, and indeed, the first use of the word “seismometer”, from which words like “seismology” are a back-formation. This paper will present a chronological survey of the development of seismology in the British Isles, from the first written observations of local earthquakes in the seventh century, and the first theoretical writing on earthquakes in the twelfth century, up to the monitoring of earthquakes in Britain in the present day. -
Earthquake Location Accuracy
Theme IV - Understanding Seismicity Catalogs and their Problems Earthquake Location Accuracy 1 2 Stephan Husen • Jeanne L. Hardebeck 1. Swiss Seismological Service, ETH Zurich 2. United States Geological Survey How to cite this article: Husen, S., and J.L. Hardebeck (2010), Earthquake location accuracy, Community Online Resource for Statistical Seismicity Analysis, doi:10.5078/corssa-55815573. Available at http://www.corssa.org. Document Information: Issue date: 1 September 2010 Version: 1.0 2 www.corssa.org Contents 1 Motivation .................................................................................................................................................. 3 2 Location Techniques ................................................................................................................................... 4 3 Uncertainty and Artifacts .......................................................................................................................... 9 4 Choosing a Catalog, and What to Expect ................................................................................................ 25 5 Summary, Further Reading, Next Steps ................................................................................................... 30 Earthquake Location Accuracy 3 Abstract Earthquake location catalogs are not an exact representation of the true earthquake locations. They contain random error, for example from errors in the arrival time picks, as well as systematic biases. The most important source of systematic