Living on Shaky Ground: How to Survive Earthquakes and Tsunamis
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CONTENTS 1. Action Plan for Earthquake
Manipur State Disaster Management Plan Volume 2 CONTENTS 1. Action Plan for Earthquake ............................................................................................. 3 1.1 Introduction ............................................................................................................................... 3 1.2 Declaration of earthquake disaster ............................................................................................. 3 1.3 Institutional mechanism of the State Government to respond to earthquake disaster ............... 3 1.4 Trigger mechanism on receiving the report of occurrence of an earthquake ............................ 3 1.5 Response mechanism of the concerned line departments along with the roles and responsibilities of each one of them .................................................................................................... 4 1.6 Immediate relief to be provided to the affected population ..................................................... 11 2. Action Plan for Cyclone.................................................................................................. 14 2.1 Introduction: ............................................................................................................................ 14 Manipur is a landlocked State and therefore is not affected directly by tropical cyclones arising in Bay of Bengal. However it is vulnerable to associated hazards of cyclonic winds and heavy rains. The purpose of this action plan is to develop quick response at all levels -
Iaea International Fact Finding Expert Mission of the Fukushima Dai-Ichi Npp Accident Following the Great East Japan Earthquake and Tsunami
IAEA Original English MISSION REPORT THE GREAT EAST JAPAN EARTHQUAKE EXPERT MISSION IAEA INTERNATIONAL FACT FINDING EXPERT MISSION OF THE FUKUSHIMA DAI-ICHI NPP ACCIDENT FOLLOWING THE GREAT EAST JAPAN EARTHQUAKE AND TSUNAMI Tokyo, Fukushima Dai-ichi NPP, Fukushima Dai-ni NPP and Tokai Dai-ni NPP, Japan 24 May – 2 June 2011 IAEA MISSION REPORT DIVISION OF NUCLEAR INSTALLATION SAFETY DEPARTMENT OF NUCLEAR SAFETY AND SECURITY IAEA Original English IAEA REPORT THE GREAT EAST JAPAN EARTHQUAKE EXPERT MISSION IAEA INTERNATIONAL FACT FINDING EXPERT MISSION OF THE FUKUSHIMA DAI-ICHI NPP ACCIDENT FOLLOWING THE GREAT EAST JAPAN EARTHQUAKE AND TSUNAMI REPORT TO THE IAEA MEMBER STATES Tokyo, Fukushima Dai-ichi NPP, Fukushima Dai-ni NPP and Tokai Dai-ni NPP, Japan 24 May – 2 June 2011 i IAEA ii IAEA REPORT THE GREAT EAST JAPAN EARTHQUAKE EXPERT MISSION IAEA INTERNATIONAL FACT FINDING EXPERT MISSION OF THE FUKUSHIMA DAI-ICHI NPP ACCIDENT FOLLOWING THE GREAT EAST JAPAN EARTHQUAKE AND TSUNAMI Mission date: 24 May – 2 June 2011 Location: Tokyo, Fukushima Dai-ichi, Fukushima Dai-ni and Tokai Dai-ni, Japan Facility: Fukushima and Tokai nuclear power plants Organized by: International Atomic Energy Agency (IAEA) IAEA Review Team: WEIGHTMAN, Michael HSE, UK, Team Leader JAMET, Philippe ASN, France, Deputy Team Leader LYONS, James E. IAEA, NSNI, Director SAMADDAR, Sujit IAEA, NSNI, Head, ISCC CHAI, Guohan People‘s Republic of China CHANDE, S. K. AERB, India GODOY, Antonio Argentina GORYACHEV, A. NIIAR, Russian Federation GUERPINAR, Aybars Turkey LENTIJO, Juan Carlos CSN, Spain LUX, Ivan HAEA, Hungary SUMARGO, Dedik E. BAPETEN, Indonesia iii IAEA SUNG, Key Yong KINS, Republic of Korea UHLE, Jennifer USNRC, USA BRADLEY, Edward E. -
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. -
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. -
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. -
Disaster Preparedness Checklists
EMERGENCY COMMUNICATIONS Communication in the aftermath of an interruption is vital – and creating an Emergency Communications Plan is an important step in assuring your business is able to communicate both internally and externally no matter what the scenario. Determine Roles and Responsibilities Appoint primary decision maker/coordinator. Appoint back-up decision maker(s). Outline roles and responsibilities for additional participants. Determine Entities With Which You Communicate Employees Stakeholders Shareholders Clients/Customers Regulatory Agencies Media Other: Document When to Activate Plan, Using Criteria Such As: Length of time of outage/interruption. Severity of interruption. Percentage/Number of employees, departments impacted. Prolonged loss of contact with clients and/or vendors. Other: EMERGENCY COMMUNICATIONS Determine, document and publicize a emergency communications plan: Phone/email tree (include spouse/family information for employees). Employee evacuation plan Website emergency messaging system Phone/Voice mail emergency messaging system Plan for multiple forms of communication: text, email, voicemail, etc. Educate employees about the communications plan Document in hardcopy and electronic formats. Train current and new employees. Remind employees about emergency communication plan, including pocket cards, fold-out cards, brochures and booklets. Update information regularly and re-educate employees. WILDFIRE PREPAREDNESS Impacts of a wildfire include direct property damage, cost of suppression and damage to personal property and natural resources. The severity of effects is directly related to the intensity and extent of the wildfire. Below is a checklist of just some of the things to consider to prepare your business for such an event as well as to ensure the safety of the people within your organization. Before the Onset of a Wildfire Keep an adequate number of appropriate fire extinguishers in strategic locations (such as near loading docks and waste collection areas) and maintain them properly. -
Prehospital Disaster Medicine
PREHOSPITAL and DISASTER MEDICINE MedecinePre-Hospitaliere et Medecine de Catastrophe Medicina Prehospitalaria y de Catastrof.es Volume 24, Supplement 1 March-April 2009 Abstracts of Scientific and Invited Papers 16th World Congress for Disaster and Emergency Medicine Victoria, British Columbia Canada 12-15 May 2009 The Official Journal of the World Association for Disaster and Emergency Medicine Downloaded from https://www.cambridge.org/core. IP address: 170.106.35.234, on 25 Sep 2021 at 01:31:02, subject to the Cambridge Core terms of use, available at https://www.cambridge.org/core/terms. https://doi.org/10.1017/S1049023X00052547 VOLUME 24, SUPPLEMENT 1 Abstracts of Scientific and Invited Papers 16th World Congress for Disaster and Emergency Medicine Victoria, British Columbia Canada 12-15 May 2009 Table of Contents Opening Keynotes Keynote 1—Something's Gonna Getcha? Or Maybe Not: Preparing for Public Health Challenges and Emergencies in the 21st Century si Dr. David Butler Jones Keynote 2—Global Climate Change: A Public Health Disaster in Slow Motion? si Johnathan Patz, MD, MPH Poster Presentations—Case Reports and Medical Issues (Al) Acute Adrenal Insufficiency after Single Dose Etomidate si Lisgelia Santana (A2) Use of Glyceryl Trinitrate Patches in the Treatment of Accidental Digital Injection of Epinephrine from Autoinjector si Omar Nafousi; Sreenath Reddy; Jangam Nagaraj (A3) Locally Brewed Alcohol—A Recipe for Disaster! An Alcohol Explosion in Benin City, Nigeria s2 Edeaghe Ehikhamenor; David Oseyemwen (A4) Case Study: Fiberoptic Bronchoscopic Sealing of a Bronchopleural Fistula s2 Ashwin N. Udupa; Chhavi Papneja (AS) Unilateral Pulmonary Edema in a 55-Year-Old Man s2 Eleni Palli; Eftyhia Tamviskou; Grigorios Garoufalis; Viktoria Karypidou; Eleftherios Kostopoulos; Demetrios Pyrros (A6) Accident and Emergency Rescue Diary of a Save Accident Victims of Nigeria Student Chapter s3 Anthony 0. -
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 -
Integrating Earthquakes Into School Emergency Operations Plans (EOPS)
WEBINAR RESOURCE LIST Integrating Earthquakes into School Emergency Operations Plans (EOPS) Federal and National Earthquake Programs Earthquake Hazards Program, United States Geological Survey (USGS) The USGS is responsible for providing the nation with earthquake monitoring and notification services, delivering regional and national seismic hazard assessments, conducting targeted geoscience research, and coordinating post-earthquake investigations. A variety of resources on earthquakes are provided on this Web page, including information about real-time earthquakes, seismic hazards in various areas, and the science of earthquakes. http://earthquake.usgs.gov/ Earthquake Resources Web Page, Federal Emergency Management Agency (FEMA) This Web page links to FEMA’s earthquake-related publications, training, grants, events, best practices, fact sheets, reports, and information. It is organized by target audience (individuals and families, teachers and kids, public policy makers and planners, building designers, managers and regulators, businesses and other organizations, communities and program managers). https://www.fema.gov/earthquake FEMA-supported Regional Earthquake Consortia FEMA supports four regional nonprofit consortia focused on raising awareness and reducing losses from earthquakes through sustained outreach, partnership-building efforts, and the mobilization of public support for loss reduction. The links provided offer resources and publications to support earthquake preparedness planning in member regions: • Cascadia Region Earthquake -
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. -
After the Earthquake: Nepal's Children Speak
AFTER THE EARTHQUAKE: NEPAL’S CHILDREN SPEAK OUT NEPAL CHILDREN’S EARTHQUAKE RECOVERY CONSULTATION In collaboration with: Government of Nepal Government of Nepal Central Child Welfare Board Ministry of Federal Affairs and Local Development ACKNOWLEDGMENTS This report was written by Lucia Withers and Nir Dahal supported by Tara Bajracharya and Naina Puri on behalf of Save the Children, World Vision International, Plan International and UNICEF. The tools, data collection and analysis, assessment and training was designed and managed by Nir Dahal from Save the Children. Focal points for the consultation in the three partner agencies: Anthony Davis and Amanda Lundy (Plan International); Pushkar Khati (World Vision International Nepal) and Anjali Pradhan (UNICEF). This report reflects the views and voices of children affected by the twin earthquakes in Nepal, who were consulted in May and June 2015. Our acknowledgements go to the children affected by the crisis and our thanks to the 1,838 girls and boys who took part in this consultation. Thanks go to all of the facilitators and documenters who worked so hard under difficult conditions to implement the consultations. Additional thanks to: Changa and Yuwalaya and Bidur Bastola, Anita Dahal, Katie Drew, Pat Gaid, Dilli Guragai, Nabila Hameed, Sarah Ireland, Rupa Joshi, Sushil Joshi, Dovan Lawoti, Laxmi Pathak, Suman Rai, Isabelle Risso-Gill, Sunil Shrestha, Anthony Spalton, Linda Steinbock, Mhendo Tamang, Mankumari Thada, and Olivia Zinzan. The agencies would like to thank the Ministry of Federal Affairs and Local Development (MoFALD) and the Central Child Welfare Board (CCWB) for their collaboration. Thanks go to Reshmi Raj Pandey, Eshor Poudel, Shyam Raj Adhikari, Purshottam Nepal and Sita Pariyar from MoFALD, Tarak Dhital and Gyanendra Kumar Shrestha from CCWB and other key MoFALD and CCWB officials for their involvement and support. -
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.