Global Earthquake Casualties Due to Secondary Effects: a Quantitative Analysis for Improving Rapid Loss Analyses
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Module III – Fire Analysis Fire Fundamentals: Definitions
Module III – Fire Analysis Fire Fundamentals: Definitions Joint EPRI/NRC-RES Fire PRA Workshop August 21-25, 2017 A Collaboration of the Electric Power Research Institute (EPRI) & U.S. NRC Office of Nuclear Regulatory Research (RES) What is a Fire? .Fire: – destructive burning as manifested by any or all of the following: light, flame, heat, smoke (ASTM E176) – the rapid oxidation of a material in the chemical process of combustion, releasing heat, light, and various reaction products. (National Wildfire Coordinating Group) – the phenomenon of combustion manifested in light, flame, and heat (Merriam-Webster) – Combustion is an exothermic, self-sustaining reaction involving a solid, liquid, and/or gas-phase fuel (NFPA FP Handbook) 2 What is a Fire? . Fire Triangle – hasn’t change much… . Fire requires presence of: – Material that can burn (fuel) – Oxygen (generally from air) – Energy (initial ignition source and sustaining thermal feedback) . Ignition source can be a spark, short in an electrical device, welder’s torch, cutting slag, hot pipe, hot manifold, cigarette, … 3 Materials that May Burn .Materials that can burn are generally categorized by: – Ease of ignition (ignition temperature or flash point) . Flammable materials are relatively easy to ignite, lower flash point (e.g., gasoline) . Combustible materials burn but are more difficult to ignite, higher flash point, more energy needed(e.g., wood, diesel fuel) . Non-Combustible materials will not burn under normal conditions (e.g., granite, silica…) – State of the fuel . Solid (wood, electrical cable insulation) . Liquid (diesel fuel) . Gaseous (hydrogen) 4 Combustion Process .Combustion process involves . – An ignition source comes into contact and heats up the material – Material vaporizes and mixes up with the oxygen in the air and ignites – Exothermic reaction generates additional energy that heats the material, that vaporizes more, that reacts with the air, etc. -
Flood After Fire Fact Sheet: Risks and Protection
FACT SHEET Flood After Fire Fact Sheet Risks and Protection Floods are the most common and costly natural hazard in the nation. Whether caused by heavy rain, BE FLOODSMART – REDUCE YOUR RISK thunderstorms, or the tropical storms, the results of A flood does not have to be a catastrophic event to flooding can be devastating. While some floods develop bring high out-of-pocket costs, and you do not have over time, flash floods—particularly common after to live in a high-risk flood area to suffer flood wildfires—can occur within minutes after the onset of a damage. Around twenty percent of flood insurance rainstorm. Even areas that are not traditionally flood- claims occur in moderate-to-low risk areas. Property prone are at risk, due to changes to the landscape owners should remember: caused by fire. The Time to Prepare is Now. Gather supplies in Residents need to protect their homes and assets with case of a storm, strengthen your home against flood insurance now—before a weather event occurs damage, and review your insurance coverages. and it’s too late. No flood insurance? Remember: it typically takes 30 days for a new flood insurance policy to go WILDFIRES INCREASE THE RISK into effect, so get your policy now. You may be at an even greater risk of flooding due to . Only Flood Insurance Covers Flood Damage. recent wildfires that have burned across the region. Most standard homeowner’s policies do not cover Large-scale wildfires dramatically alter the terrain and flood damage. Flood insurance is affordable. An ground conditions. -
2021 Oregon Seismic Hazard Database: Purpose and Methods
State of Oregon Oregon Department of Geology and Mineral Industries Brad Avy, State Geologist DIGITAL DATA SERIES 2021 OREGON SEISMIC HAZARD DATABASE: PURPOSE AND METHODS By Ian P. Madin1, Jon J. Francyzk1, John M. Bauer2, and Carlie J.M. Azzopardi1 2021 1Oregon Department of Geology and Mineral Industries, 800 NE Oregon Street, Suite 965, Portland, OR 97232 2Principal, Bauer GIS Solutions, Portland, OR 97229 2021 Oregon Seismic Hazard Database: Purpose and Methods DISCLAIMER This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. This publication cannot substitute for site-specific investigations by qualified practitioners. Site-specific data may give results that differ from the results shown in the publication. WHAT’S IN THIS PUBLICATION? The Oregon Seismic Hazard Database, release 1 (OSHD-1.0), is the first comprehensive collection of seismic hazard data for Oregon. This publication consists of a geodatabase containing coseismic geohazard maps and quantitative ground shaking and ground deformation maps; a report describing the methods used to prepare the geodatabase, and map plates showing 1) the highest level of shaking (peak ground velocity) expected to occur with a 2% chance in the next 50 years, equivalent to the most severe shaking likely to occur once in 2,475 years; 2) median shaking levels expected from a suite of 30 magnitude 9 Cascadia subduction zone earthquake simulations; and 3) the probability of experiencing shaking of Modified Mercalli Intensity VII, which is the nominal threshold for structural damage to buildings. -
Fire Service Features of Buildings and Fire Protection Systems
Fire Service Features of Buildings and Fire Protection Systems OSHA 3256-09R 2015 Occupational Safety and Health Act of 1970 “To assure safe and healthful working conditions for working men and women; by authorizing enforcement of the standards developed under the Act; by assisting and encouraging the States in their efforts to assure safe and healthful working conditions; by providing for research, information, education, and training in the field of occupational safety and health.” This publication provides a general overview of a particular standards- related topic. This publication does not alter or determine compliance responsibilities which are set forth in OSHA standards and the Occupational Safety and Health Act. Moreover, because interpretations and enforcement policy may change over time, for additional guidance on OSHA compliance requirements the reader should consult current administrative interpretations and decisions by the Occupational Safety and Health Review Commission and the courts. Material contained in this publication is in the public domain and may be reproduced, fully or partially, without permission. Source credit is requested but not required. This information will be made available to sensory-impaired individuals upon request. Voice phone: (202) 693-1999; teletypewriter (TTY) number: 1-877-889-5627. This guidance document is not a standard or regulation, and it creates no new legal obligations. It contains recommendations as well as descriptions of mandatory safety and health standards. The recommendations are advisory in nature, informational in content, and are intended to assist employers in providing a safe and healthful workplace. The Occupational Safety and Health Act requires employers to comply with safety and health standards and regulations promulgated by OSHA or by a state with an OSHA-approved state plan. -
Bray 2011 Pseudostatic Slope Stability Procedure Paper
Paper No. Theme Lecture 1 PSEUDOSTATIC SLOPE STABILITY PROCEDURE Jonathan D. BRAY 1 and Thaleia TRAVASAROU2 ABSTRACT Pseudostatic slope stability procedures can be employed in a straightforward manner, and thus, their use in engineering practice is appealing. The magnitude of the seismic coefficient that is applied to the potential sliding mass to represent the destabilizing effect of the earthquake shaking is a critical component of the procedure. It is often selected based on precedence, regulatory design guidance, and engineering judgment. However, the selection of the design value of the seismic coefficient employed in pseudostatic slope stability analysis should be based on the seismic hazard and the amount of seismic displacement that constitutes satisfactory performance for the project. The seismic coefficient should have a rational basis that depends on the seismic hazard and the allowable amount of calculated seismically induced permanent displacement. The recommended pseudostatic slope stability procedure requires that the engineer develops the project-specific allowable level of seismic displacement. The site- dependent seismic demand is characterized by the 5% damped elastic design spectral acceleration at the degraded period of the potential sliding mass as well as other key parameters. The level of uncertainty in the estimates of the seismic demand and displacement can be handled through the use of different percentile estimates of these values. Thus, the engineer can properly incorporate the amount of seismic displacement judged to be allowable and the seismic hazard at the site in the selection of the seismic coefficient. Keywords: Dam; Earthquake; Permanent Displacements; Reliability; Seismic Slope Stability INTRODUCTION Pseudostatic slope stability procedures are often used in engineering practice to evaluate the seismic performance of earth structures and natural slopes. -
Living on Shaky Ground: How to Survive Earthquakes and Tsunamis
HOW TO SURVIVE EARTHQUAKES AND TSUNAMIS IN OREGON DAMAGE IN doWNTOWN KLAMATH FALLS FRom A MAGNITUde 6.0 EARTHQUAke IN 1993 TSUNAMI DAMAGE IN SEASIde FRom THE 1964GR EAT ALASKAN EARTHQUAke 1 Oregon Emergency Management Copyright 2009, Humboldt Earthquake Education Center at Humboldt State University. Adapted and reproduced with permission by Oregon Emergency You Can Prepare for the Management with help from the Oregon Department of Geology and Mineral Industries. Reproduction by permission only. Next Quake or Tsunami Disclaimer This document is intended to promote earthquake and tsunami readiness. It is based on the best SOME PEOplE THINK it is not worth preparing for an earthquake or a tsunami currently available scientific, engineering, and sociological because whether you survive or not is up to chance. NOT SO! Most Oregon research. Following its suggestions, however, does not guarantee the safety of an individual or of a structure. buildings will survive even a large earthquake, and so will you, especially if you follow the simple guidelines in this handbook and start preparing today. Prepared by the Humboldt Earthquake Education Center and the Redwood Coast Tsunami Work Group (RCTWG), If you know how to recognize the warning signs of a tsunami and understand in cooperation with the California Earthquake Authority what to do, you will survive that too—but you need to know what to do ahead (CEA), California Emergency Management Agency (Cal EMA), Federal Emergency Management Agency (FEMA), of time! California Geological Survey (CGS), Department of This handbook will help you prepare for earthquakes and tsunamis in Oregon. Interior United States Geological Survey (USGS), the National Oceanographic and Atmospheric Administration It explains how you can prepare for, survive, and recover from them. -
Beyond the Angle of Repose: a Review and Synthesis of Landslide Processes in Response to Rapid Uplift, Eel River, Northern Eel River, Northern California
Portland State University PDXScholar Geology Faculty Publications and Presentations Geology 2-23-2015 Beyond the Angle of Repose: A Review and Synthesis of Landslide Processes in Response to Rapid Uplift, Eel River, Northern Eel River, Northern California Joshua J. Roering University of Oregon Benjamin H. Mackey University of Canterbury Alexander L. Handwerger University of Oregon Adam M. Booth Portland State University, [email protected] Follow this and additional works at: https://pdxscholar.library.pdx.edu/geology_fac David A. Schmidt Univ Persityart of of the W Geologyashington Commons , Geomorphology Commons, and the Geophysics and Seismology Commons Let us know how access to this document benefits ou.y See next page for additional authors Citation Details Roering, Joshua J., Mackey, Benjamin H., Handwerger, Alexander L., Booth, Adam M., Schmidt, David A., Bennett, Georgina L., Cerovski-Darriau, Corina, Beyond the angle of repose: A review and synthesis of landslide pro-cesses in response to rapid uplift, Eel River, Northern California, Geomorphology (2015), doi: 10.1016/j.geomorph.2015.02.013 This Post-Print is brought to you for free and open access. It has been accepted for inclusion in Geology Faculty Publications and Presentations by an authorized administrator of PDXScholar. Please contact us if we can make this document more accessible: [email protected]. Authors Joshua J. Roering, Benjamin H. Mackey, Alexander L. Handwerger, Adam M. Booth, David A. Schmidt, Georgina L. Bennett, and Corina Cerovski-Darriau This post-print is available at PDXScholar: https://pdxscholar.library.pdx.edu/geology_fac/75 ACCEPTED MANUSCRIPT Beyond the angle of repose: A review and synthesis of landslide processes in response to rapid uplift, Eel River, Northern California Joshua J. -
Earthquake/Landslide Death Scene Investigation Supplement
Death Scene Investigation Supplement EARTHQUAKE/LANDSLIDE 1 DECEDENT PERSONAL DETAILS Last Name: First Name: Sex: Law Enforcement Case Number (if available): Male Female ME/C Case Number (if available): Law Enforcement Agency (if applicable): Date of Birth: Date of Death: Estimated Found Known MM DD YYYY MM DD YYYY Location of Injury (physical address, including ZIP code): 2 LOCATION OF THE DECEDENT Was the decedent found INDOORS? Yes No Complete 2A: OUTDOORS In what part of residence or building was the decedent found? Did the incident destroy the location? Yes No Unknown Did the incident collapse the walls or ceiling of the location? Yes No Unknown 2A OUTDOORS Was the decedent found OUTDOORS? Yes No Go to Section 3: Information about Circumstances of Death Any evidence the person was previously in a... Structure? Yes No Unknown Vehicle? Yes No Unknown 3 INFORMATION ABOUT CIRCUMSTANCES OF DEATH Does the cause of death appear to be due to any of the following? Select all potential causes of death. Complete all corresponding sections, THEN go to Section 7. Injury – Struck by (e.g., falling object)/Blunt force/Burns Complete Section 4: Injury Questions Motor Vehicle Crash Complete Section 5: Motor Vehicle Crash Questions Other (e.g., exacerbation of chronic diseases) Complete Section 6: Other Non-Injury Causes Questions 1 4 INJURY QUESTIONS How did the injury occur? Check all that apply: Hit by or struck against (Describe) Crushed (Describe) Asphyxia (Describe) Cut/laceration/impaled (Describe) Electric current or burn (Describe) Burn and/or -
Distribution Pattern of Landslides Triggered by the 2014
International Journal of Geo-Information Article Distribution Pattern of Landslides Triggered by the 2014 Ludian Earthquake of China: Implications for Regional Threshold Topography and the Seismogenic Fault Identification Suhua Zhou 1,2, Guangqi Chen 1 and Ligang Fang 2,* 1 Department of Civil and Structural Engineering, Kyushu University, Fukuoka 819-0395, Japan; [email protected] (S.Z.); [email protected] (G.C.) 2 Department of Geotechnical Engineering, Central South University, Changsha 410075, China * Correspondance: [email protected]; Tel.: +86-731-8253-9756 Academic Editor: Wolfgang Kainz Received: 16 February 2016; Accepted: 11 March 2016; Published: 30 March 2016 Abstract: The 3 August 2014 Ludian earthquake with a moment magnitude scale (Mw) of 6.1 induced widespread landslides in the Ludian County and its vicinity. This paper presents a preliminary analysis of the distribution patterns and characteristics of these co-seismic landslides. In total, 1826 landslides with a total area of 19.12 km2 triggered by the 3 August 2014 Ludian earthquake were visually interpreted using high-resolution aerial photos and Landsat-8 images. The sizes of the landslides were, in general, much smaller than those triggered by the 2008 Wenchuan earthquake. The main types of landslides were rock falls and shallow, disrupted landslides from steep slopes. These landslides were unevenly distributed within the study area and concentrated within an elliptical area with a 25-km NW–SE striking long axis and a 15-km NW–SE striking short axis. Three indexes including landslides number (LN), landslide area ratio (LAR), and landslide density (LD) were employed to analyze the relation between the landslide distribution and several factors, including lithology, elevation, slope, aspect, distance to epicenter and distance to the active fault. -
Fire Ecology of Ponderosa Pine and the Rebuilding of Fire-Resilient Ponderosa Pine Ecosystems 1
Fire Ecology of Ponderosa Pine and the Rebuilding of Fire-Resilient Ponderosa Pine Ecosystems 1 Stephen A. Fitzgerald2 Abstract The ponderosa pine ecosystems of the West have change dramatically since Euro-American settlement 140 years ago due to past land uses and the curtailment of natural fire. Today, ponderosa pine forests contain over abundance of fuel, and stand densities have increased from a range of 49-124 trees ha-1 (20-50 trees acre-1) to a range of 1235-2470 trees ha-1 (500 to 1000 stems acre-1). As a result, long-term tree, stand, and landscape health has been compromised and stand and landscape conditions now promote large, uncharacteristic wildfires. Reversing this trend is paramount. Improving the fire-resiliency of ponderosa pine forests requires understanding the connection between fire behavior and severity and forest structure and fuels. Restoration treatments (thinning, prescribed fire, mowing and other mechanical treatments) that reduce surface, ladder, and crown fuels can reduce fire severity and the potential for high-intensity crown fires. Understanding the historical role of fire in shaping ponderosa pine ecosystems is important for designing restoration treatments. Without intelligent, ecosystem-based restoration treatments in the near term, forest health and wildfire conditions will continue to deteriorate in the long term and the situation is not likely to rectify itself. Introduction Historically, ponderosa pine ecosystems have had an intimate and inseparable relationship with fire. No other disturbance has had such a re-occurring influence on the development and maintenance of ponderosa pine ecosystems. Historically this relationship with fire varied somewhat across the range of ponderosa pine, and it varied temporally in concert with changes in climate. -
Caldor Fire Incident Update
CALDOR FIRE INCIDENT UPDATE Date: 8/29/2021 Time: 7:00 a.m. @CALFIREAEU @CALFIRE_AEU Information Line: (530) 303-2455 @EldoradoNF Media Line: (530) 497-0315 Incident Websites: www.fire.ca.gov/current_incidents https://inciweb.nwcg.gov/incident/7801/ @CALFIREAEU @EldoradoNF Email Updates (sign-up): https://tinyurl.com/CaldorIncident El Dorado County Evacuation Map: https://tinyurl.com/EDSOEvacMap INCIDENT FACTS Incident Start Date: August 14, 2021 Incident Start Time: 6:54 P.M. Incident Type: Wildland Fire Cause: Under Investigation Incident Location: 2 miles east of Omo Ranch, 4 miles south of the community of Grizzly Flats CAL FIRE Unit: Amador – El Dorado AEU Unified Command Agencies: CAL FIRE AEU, USDA Forest Service – Eldorado National Forest Size: 156,515 Containment: 19% Expected Full Containment: September 8, 2021 First Responder Fatalities: 0 First Responder Injuries: 3 Civilian Fatalities: 0 Civilian Injuries: 2 Structures Threatened: 18,347 Structures Damaged: 39 Single Residences Destroyed: 471 Commercial Properties Destroyed: 11 Other Minor Structures Destroyed: 170 CURRENT SITUATION Situation Summary: Fire activity was limited overnight due the inversion layer settling in, these fire conditions allowed crews to engage the fire directly. Short range spotting and group touching continue with the most active fire activity present in the Northeast and Western sections of the fire. Steep terrain, ash pits and fire weakened trees Incident Information: continue to pose a threat for fire crews throughout the fire. To better provide public and firefighter safety due to extreme fire conditions throughout Northern California, and strained firefighter resources throughout the Country, the USDA Forest Service Pacific Southwest Region is announcing a temporary closure of nine National Forests. -
Risk Analysis of Soil Liquefaction in Earthquake Disasters
E3S Web of Conferences 118, 03037 (2019) https://doi.org/10.1051/e3sconf/201911803037 ICAEER 2019 Risk analysis of soil liquefaction in earthquake disasters Yubin Zhang1,* 1National Earthquake Response Support Service, Beijing 100049, P. R. China Abstract. China is an earthquake-prone country. With the development of urbanization in China, the effect of population aggregation becomes more and more obvious, and the Casualty Risk of earthquake disasters also increases. Combining with the characteristics of earthquake liquefaction, this paper analyses the disaster situation of soil liquefaction caused by earthquake in Indonesia. The internal influencing factors of soil liquefaction and the external dynamic factors caused by earthquake are summarized, and then the evaluation factors of seismic liquefaction are summarized. The earthquake liquefaction risk is indexed to facilitate trend analysis. The index of earthquake liquefaction risk is more conducive to the disaster trend analysis of soil liquefaction risk areas, which is of great significance for earthquake disaster rescue. 1 Risk analysis of earthquake an earthquake of M7.5 occurred in the Palu region of liquefaction Indonesia. The liquefaction caused by the earthquake is evident in its severity and spatial range. According to the Earthquake disasters often cause serious damage to us report of Indonesia's National Disaster Response Agency because they are unpredictable. Search the US Geological (BNPB), more than 3,000 people were missing in Petobo Survey (USGS) website for the number of earthquakes and Balaroa, two of Palu's worst-hit areas. These with magnitude 6 and above in the last 50 years, about situations were compared with remote sensing images 7,000times.Earthquake liquefaction has existed since before and after the disaster.