Effectiveness of the National Earthquake Hazards Reduction
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Risk Assessment
3 Risk Assessment Many kinds of natural and technological hazards impact the state of Alabama. To reduce the loss of life and property to the hazards that affect Alabama, state and local officials must have a robust and up-to-date understanding of the risks posed by these hazards. In addition, federal regulations and guidance require that certain components be included in the risk assessment section of state hazard mitigation plans (see Title 44 Code of Federal Regulations (CFR) Part 201 for federal regulations for mitigation planning and the State Mitigation Plan Review Guide for the Federal Emergency Management Agency’s (FEMA) official interpretation of these regulations). The required components are as follows: • An overview of the type and location of all natural hazards that can affect the state, including information on previous occurrences of hazard events and the probability of future hazard events. According to the State Mitigation Plan Review Guide, the probability of future hazard events “must include considerations of changing future conditions, including the effects of long-term changes in weather patterns and climate;” • An overview and analysis of the state’s vulnerability to these hazards. According to the CFR, the state risk assessment should address the jurisdictions most threatened by the identified hazards, as well as the state assets located in the identified hazard areas; • An overview and analysis of the potential losses to the identified vulnerable structures. According to the CFR, the state risk assessment should estimate the potential dollar losses to state assets and critical facilities located in the identified hazard areas. The Alabama State Hazard Mitigation Plan Update approved by FEMA in 2013 assessed statewide risks based on the best available data at the time and complied with existing federal regulations and policy. -
Validation of a Geospatial Liquefaction Model for Noncoastal Regions Including Nepal
USGS Award G16AP00014 Validation of a Geospatial Liquefaction Model for Noncoastal Regions Including Nepal Laurie G. Baise and Vahid Rashidian Department of Civil and Environmental Engineering Tufts University 200 College Ave Medford, MA 02155 617-627-2211 617-627-2994 [email protected] March 2016 – September 2017 Validation of a Geospatial Liquefaction Model for Noncoastal Regions Including Nepal Laurie G. Baise and Vahid Rashidian Civil and Environmental Engineering Department, Tufts University, Medford, MA. 02155 1. Abstract Soil liquefaction can lead to significant infrastructure damage after an earthquake due to lateral ground movements and vertical settlements. Regional liquefaction hazard maps are important in both planning for earthquake events and guiding relief efforts. New liquefaction hazard mapping techniques based on readily available geospatial data allow for an integration of liquefaction hazard in loss estimation platforms such as USGS’s PAGER system. The global geospatial liquefaction model (GGLM) proposed by Zhu et al. (2017) and recommended for global application results in a liquefaction probability that can be interpreted as liquefaction spatial extent (LSE). The model uses ShakeMap’s PGV, topography-based Vs30, distance to coast, distance to river and annual precipitation as explanatory variables. This model has been tested previously with a focus on coastal settings. In this paper, LSE maps have been generated for more than 50 earthquakes around the world in a wide range of setting to evaluate the generality and regional efficacy of the model. The model performance is evaluated through comparisons with field observation reports of liquefaction. In addition, an intensity score for easy reporting and comparison is generated for each earthquake through the summation of LSE values and compared with the liquefaction intensity inferred from the reconnaissance report. -
Optimizing Multi-Station Template Matching to Identify and Characterize Induced Seismicity in and Around Ohio
Optimizing Multi-Station Template Matching to Identify and Characterize Induced Seismicity in and Around Ohio Final Technical Report for USGS NEHRP Award No. G15AP00089 PI: Michael R. Brudzinskia 1 Co-PI: Brian S. Curriea 2 Grad Student Supported: Robert J. Skoumala 3 aDepartment of Geology and Environmental Earth Science, Miami University, Oxford, OH, [email protected], 001-513-529-3216 [email protected], 001-513-529-3216 [email protected], 001-515-401-8271 Project dates: June 1, 2015 to May 31, 2016. Key Results 1. Multistation template matching finds swarms that help discern induced seismicity 2. 2 swarms were correlated with wastewater disposal, 3 with hydraulic fracturing 3. 17 other cataloged earthquakes between 2010-2014 were non-swarmy, likely natural Abstract This study investigated the utility of multistation waveform cross correlation to help discern induced seismicity. Template matching was applied to all Ohio earthquakes cataloged since the arrival of nearby EarthScope TA stations in late 2010. Earthquakes that were within 5 km of fluid injection activities in regions that lacked previously documented seismicity were found to be swarmy. Moreover, the larger number of events produced by template matching for these swarmy sequences made it easier to establish more detailed temporal and spatial relationships between the seismicity and fluid injection activities, which is typically required for an earthquake to be considered induced. Study results detected three previously documented induced sequences (Youngstown, Poland Township, and Harrison County) and provided evidence that suggests two additional cases of induced seismicity (Belmont/Guernsey County and Washington County). Evidence for these cases suggested that unusual swarm-like behaviors in regions that lack previously documented seismicity can be used to help distinguish induced seismicity, complementing the traditional identification of an anthropogenic source spatially and temporally correlated with the seismicity. -
On the Potential for Induced Seismicity at the Cavone Oilfield: Analysis of Geological and Geophysical Data, and Geomechanical Modeling
July, 2014 ON THE POTENTIAL FOR INDUCED SEISMICITY AT THE CAVONE OILFIELD: ANALYSIS OF GEOLOGICAL AND GEOPHYSICAL DATA, AND GEOMECHANICAL MODELING BY Luciana Astiz - University of California San Diego James H. Dieterich - University of California Riverside Cliff Frohlich - University of Texas at Austin Bradford H. Hager - Massachusetts Institute of Technology Ruben Juanes - Massachusetts Institute of Technology John H. Shaw –Harvard University 1 July, 2014 TABLE OF CONTENTS EXECUTIVE SUMMARY ……………………………………………………….... 5 INTRODUCTION ………………………………………………………………….9 1. TECTONIC FRAMEWORK OF THE EMILIA-ROMAGNA REGION .................... 11 1.1 SEISMOTECTONIC SETTING ............................................................................................................................ 11 1.1.1 HISTORICAL SEISMICITY IN THE EMILIA‐ROMAGNA REGION .................................................................... 12 1.2 CAVONE STRUCTURE ....................................................................................................................................... 19 1.3 GEOLOGIC EVIDENCE FOR TECTONIC ACTIVITY OF STRUCTURES IN THE FERRARESE‐ROMAGNOLO ARC ..................................................................................................................... 24 1.4 SEISMOTECTONIC ANALYSIS .......................................................................................................................... 26 1.5 GPS CONSTRAINTS ON TECTONICS — PRE‐EARTHQUAKE REGIONAL DEFORMATION RATES ............ 30 1.6 CONCLUSIONS OF -
The Housing Market Impacts of Wastewater Injection Induced Seismicity Risk
The Housing Market Impacts of Wastewater Injection Induced Seismicity Risk Haiyan Liu Ph.D. Candidate Department of Agricultural and Applied Economics University of Georgia [email protected] Susana Ferreira Associate Professor Department of Agricultural and Applied Economics University of Georgia [email protected] Brady Brewer Assistant Professor Department of Agricultural and Applied Economics University of Georgia [email protected] Selected Paper prepared for presentation at the Agricultural & Applied Economics Association’s 2016 AAEA Annual Meeting, Boston, MA, July 31- August 2, 2016. Copyright 2016 by Haiyan Liu, Susana Ferreira, and Brady Brewer. All rights reserved. Readers may make verbatim copies of this document for non-commercial purposes by any means, provided this copyright notice appears on all such copies. Abstract Using data from Oklahoma County, an area severely affected by the increased seismicity associated with injection wells, we recover hedonic estimates of property value impacts from nearby shale oil and gas development that vary with earthquake risk exposure. Results suggest that the 2011 Oklahoma earthquake in Prague, OK, and generally, earthquakes happening in the county and the state have enhanced the perception of risks associated with wastewater injection but not shale gas production. This risk perception is driven by injection wells within 2 km of the properties. Keywords: Earthquake, Wastewater Injection, Oil and Gas Production, Housing Market, Oklahoma JEL classification: L71, Q35, Q54, R31 1. Introduction The injection of fluids underground has been known to induce earthquakes since the mid-1960s (Healy et al. 1968; Raleigh et al. 1976). However, few cases were documented in the United States until 2009. -
Natural Hazards on Whidbey Island
Natural Hazards on Whidbey Island Protect and prepare your family and your home — a guide for surviving disasters caused by earthquakes, landslides, wildland fires, tsunamis, and windstorms Island County, Washington Department of Emergency Management Digital elevation map of Island County (Jessica Larson) ii Dealing with Natural Hazards on Whidbey Island This is a guide to the natural hazards that could affect you, your family, and your property. It offers a brief description of the ways you can prepare your home and family to survive disasters caused by earthquakes, landslides, wildland fires, tsunamis, and windstorms. Power outages caused by windstorms during the winter of 2006-2007 — as well as numerous other events in prior and more recent years — have made most residents of Whidbey Island amply aware of the difficulties of being without light, heat, water, and the ability to prepare meals or use health-related equipment. Although most of us have experienced being without power for less than a week, we have still been able to travel to a grocery, a hospital, or the mainland. Friends across the island could help each other. But what if there were a major natural disaster that cut off the island from the mainland and we were entirely on our own for two or three weeks? A truly large storm or an earthquake could destroy or damage docks at the Clinton and Coupeville ferries systems and seriously compromise footings of the Deception Pass bridge, disrupting delivery of food, water, fuel, emergency services, and many other vitally necessary elements of our Island life. These realities are even more evident recently as we have had record rains, experienced more landslides, and observed the damage suffered by the islands of New Zealand and Japan. -
PEER 2014/17 OCTOBER 2014 Disclaimer
PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER PEER NGA-East Database Christine A. Goulet Tadahiro Kishida Pacific Earthquake Engineering Research Center Timothy D. Ancheta Risk Management Solutions, Newark, California Chris H. Cramer Center for Earthquake Research and Information University of Memphis Robert B. Darragh Walter J. Silva Pacific Engineering and Analysis, Inc. El Cerrito, California Youssef M. A. Hashash Joseph Harmon University of Illinois, Urbana-Champaign Jonathan P. Stewart University of California, Los Angeles Katie E. Wooddell Pacific Gas & Electric Company Robert R. Youngs AMEC Environment and Infrastructure Oakland, California PEER 2014/17 OCTOBER 2014 Disclaimer The opinions, findings, and conclusions or recommendations expressed in this publication are those of the author(s) and do not necessarily reflect the views of the study sponsor(s) or the Pacific Earthquake Engineering Research Center. PEER NGA-East Database Christine A. Goulet Tadahiro Kishida Pacific Earthquake Engineering Research Center Timothy D. Ancheta Risk Management Solutions, Newark, California Chris H. Cramer Center for Earthquake Research and Information University of Memphis Robert B. Darragh Walter J. Silva Pacific Engineering and Analysis, Inc. El Cerrito, California Youssef M. A. Hashash Joseph Harmon University of Illinois, Urbana-Champaign Jonathan P. Stewart University of California, Los Angeles Katie E. Wooddell Pacific Gas & Electric Company Robert R. Youngs AMEC Environment and Infrastructure Oakland, California PEER Report 2014/17 Pacific Earthquake Engineering Research Center Headquarters at the University of California, Berkeley October 2014 ii ABSTRACT This report serves as a documentation of the ground motion database development for the NGA- East Project. The ground motion database includes the two- and three-component ground-motion recordings from numerous selected events (M > 2.5, distances up to 1500 km) recorded in the Central and Eastern North America (CENA) region since 1988. -
What Is Québécois Literature? Reflections on the Literary History of Francophone Writing in Canada
What is Québécois Literature? Reflections on the Literary History of Francophone Writing in Canada Contemporary French and Francophone Cultures, 28 Chapman, What is Québécois Literature.indd 1 30/07/2013 09:16:58 Contemporary French and Francophone Cultures Series Editors EDMUND SMYTH CHARLES FORSDICK Manchester Metropolitan University University of Liverpool Editorial Board JACQUELINE DUTTON LYNN A. HIGGINS MIREILLE ROSELLO University of Melbourne Dartmouth College University of Amsterdam MICHAEL SHERINGHAM DAVID WALKER University of Oxford University of Sheffield This series aims to provide a forum for new research on modern and contem- porary French and francophone cultures and writing. The books published in Contemporary French and Francophone Cultures reflect a wide variety of critical practices and theoretical approaches, in harmony with the intellectual, cultural and social developments which have taken place over the past few decades. All manifestations of contemporary French and francophone culture and expression are considered, including literature, cinema, popular culture, theory. The volumes in the series will participate in the wider debate on key aspects of contemporary culture. Recent titles in the series: 12 Lawrence R. Schehr, French 20 Pim Higginson, The Noir Atlantic: Post-Modern Masculinities: From Chester Himes and the Birth of the Neuromatrices to Seropositivity Francophone African Crime Novel 13 Mireille Rosello, The Reparative in 21 Verena Andermatt Conley, Spatial Narratives: Works of Mourning in Ecologies: Urban -
Mineral, Virginia, Earthquake Illustrates Seismicity of a Passive
GEOPHYSICAL RESEARCH LETTERS, VOL. 39, L02305, doi:10.1029/2011GL050310, 2012 Mineral, Virginia, earthquake illustrates seismicity of a passive-aggressive margin Emily Wolin,1 Seth Stein,1 Frank Pazzaglia,2 Anne Meltzer,2 Alan Kafka,3 and Claudio Berti2 Received 9 November 2011; revised 22 December 2011; accepted 23 December 2011; published 24 January 2012. [1] The August 2011 M 5.8 Mineral, Virginia, earthquake North America is a “passive” continental margin, along that shook much of the northeastern U.S. dramatically which the continent and seafloor are part of the same plate. demonstrated that passive continental margins sometimes The fundamental tenet of plate tectonics, articulated by have large earthquakes. We illustrate some general aspects Wilson [1965, p. 344], is that “plates are not readily of such earthquakes and outline some of the many unresolved deformed except at their edges.” Hence if plates were the questions about them. They occur both offshore and onshore, ideal rigid entities assumed in many applications, such as reaching magnitude 7, and are thought to reflect reactivation calculating plate motions, passive continental margins of favorably-oriented, generally margin-parallel, faults cre- should be seismically passive. ated during one or more Wilson cycles by the modern stress [3] In reality, however, large and damaging earthquakes field. They pose both tsunami and shaking hazards. How- occur along passive margins worldwide [Stein et al., 1979, ever, their specific geologic setting and causes are unclear 1989; Schulte and Mooney, 2005] (Figure 1). These earth- because large magnitude events occur infrequently, micro- quakes release a disproportionate share, about 25%, of the seismicity is not well recorded, and there is little, if any, net seismic moment release in nominally-stable continental surface expression of repeated ruptures. -
Mineral Carbon Sequestration and Theoretical Constraints on CO2
Mineral Carbon Sequestration and Theoretical Constraints on CO2 Removal Viktor Nesheim Advisor: David Bercovici Second reader: Jay Ague A Senior Essay presented to the faculty of the Department of Geology and Geophysics, Yale University, in partial fulfillment of the Bachelor's Degree. In presenting this essay in partial fulfillment of the Bachelor’s Degree from the Department of Geology and Geophysics, Yale University, I agree that the department may make copies or post it on the departmental website so that others may better understand the undergraduate research of the department. I further agree that extensive copying of this thesis is allowable only for scholarly purposes. It is understood, however, that any copying or publication of this thesis for commercial purposes or financial gain is not allowed without my written consent. Viktor Nesheim, April 29, 2016 Geology & Geophysics Senior Essay Viktor Nesheim Abstract The growing scientific evidence establishing the effects of CO2 emissions on the Earth’s climate, together with the substantial difficulty in reducing our dependence on fossil fuels, have driven an increasing realization that carbon capture and storage (CCS) will likely have to play a key role in mitigating anthropogenic climate change. This paper begins by reviewing the literature surrounding carbon capture and storage technologies. We explain the traditional method of structural storage by injecting CO2 into sedimentary basins, and investigate the increasing concerns regarding induced seismicity and leakage from structural CO2 storage. We then turn to the more recently proposed method of mineral carbonation, which injects CO2 into mafic rocks and induces mineral trapping through enhanced carbonation reactions, and evaluate its potential to mitigate the risks associated with both leakage and seismic triggering. -
Earthquake Safety Guidelines for Educational Facilities
Earthquake Safety Guidelines for require an increased earthquake awareness Educational Facilities for parents, educators, school boards and students. Such an increase in awareness has By Rob Jackson, P. E. been a focus of the Earthquake Engineering Research Institute’s (EERI) Seismic Safety Every child has the right to attend school in of Schools Committee (EERI, 2012). safe buildings. The United States has been relatively lucky so far regarding school children and the occurrence of earthquakes. However, the United States cannot rely on such continued good fortune in the future. Governmental and educational leaders must fulfill their responsibilities for the safety of school children by implementing school safety programs that include the design and construction of seismically safe buildings. Such programs must emphasize seismic resistance and overall earthquake hazard resilience. Earthquake hazard mitigation is A typical unreinforced masonry high school in most readily accomplished through the the United States. (Wang, Y., EERI, 2012a) improved seismic design and construction of Similar advocacy efforts have impacted buildings, since “earthquakes don’t kill people, unsafe buildings do.” Earthquake policy across the United States. In California, hazard mitigation requires an increase in the positive steps have been taken to increase the prioritization and perceived value of seismic seismic safety of schools. The 1933 Long design within the project delivery systems of Beach earthquake resulted in passage of the the owners, construction managers, architects Field and Riley Acts. In California, no school and engineers who operate, design and child has been killed or seriously injured construct educational facilities in the United since 1933. However, no major California States. -
FEMA P-530, Earthquake Safety at Home (March 2020)
Earthquake Safety at Home FEMA P-530 / March 2020 This page intentionally left blank. Earthquake Safety at Home FEMA P-530 Earthquake Safety at Home Prepared by APPLIED TECHNOLOGY COUNCIL 201 Redwood Shores Parkway, Suite 240 Redwood City, California 94065 www.ATCouncil.org Prepared for FEDERAL EMERGENCY MANAGEMENT AGENCY Michael Mahoney, Project Officer Andrew Herseth, Project Manager Washington, D.C. ATC MANAGEMENT AND OVERSIGHT Jon A. Heintz, Program Executive, Program Manager Ayse Hortacsu, Project Manager Veronica Cedillos, Project Manager Zahraa Saiyed, Project Management Consultant Project Technical Committee Colin Blaney (Project Technical Director) Michael Griffin Buehler Structural Engineers, Inc. CCS Group, Inc. Kelly E. Cobeen Lucy Jones Wiss Janney Elstner Associates, Inc. Dr. Lucy Jones Center for Science and Society Project Review Panel Mark Benthien Fred Turner Southern California Earthquake Center Alfred E. Alquist Seismic Safety Commission Graphics Consultants Christopher Mills Christina Zagara Christopher Mills Illustration Creative Engagement Solutions, LLC Carol Singer Carol Singer Design Earthquake Safety at Home FEMA P-530 ACKNOWLEDGEMENTS FEMA 530 was originally developed and published by the California Seismic Safety Commission. This document also benefited greatly from the USGS publication, Putting Down Roots in Earthquake Country, originally written by Lucy Jones and Mark Benthien. NOTICE Any opinions, findings, conclusions, or recommendations expressed in this publication do not necessarily reflect the views of the Applied Technology Council (ATC), the Department of Homeland Security (DHS), or the Federal Emergency Management Agency (FEMA). Additionally, neither ATC, DHS, FEMA, nor any of their employees, makes any warranty, expressed or implied, nor assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, product, or process included in this publication.