A Probabilistic Tsunami Hazard Assessment for Western Australia
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Appendix 8: Damages Caused by Natural Disasters
Building Disaster and Climate Resilient Cities in ASEAN Draft Finnal Report APPENDIX 8: DAMAGES CAUSED BY NATURAL DISASTERS A8.1 Flood & Typhoon Table A8.1.1 Record of Flood & Typhoon (Cambodia) Place Date Damage Cambodia Flood Aug 1999 The flash floods, triggered by torrential rains during the first week of August, caused significant damage in the provinces of Sihanoukville, Koh Kong and Kam Pot. As of 10 August, four people were killed, some 8,000 people were left homeless, and 200 meters of railroads were washed away. More than 12,000 hectares of rice paddies were flooded in Kam Pot province alone. Floods Nov 1999 Continued torrential rains during October and early November caused flash floods and affected five southern provinces: Takeo, Kandal, Kampong Speu, Phnom Penh Municipality and Pursat. The report indicates that the floods affected 21,334 families and around 9,900 ha of rice field. IFRC's situation report dated 9 November stated that 3,561 houses are damaged/destroyed. So far, there has been no report of casualties. Flood Aug 2000 The second floods has caused serious damages on provinces in the North, the East and the South, especially in Takeo Province. Three provinces along Mekong River (Stung Treng, Kratie and Kompong Cham) and Municipality of Phnom Penh have declared the state of emergency. 121,000 families have been affected, more than 170 people were killed, and some $10 million in rice crops has been destroyed. Immediate needs include food, shelter, and the repair or replacement of homes, household items, and sanitation facilities as water levels in the Delta continue to fall. -
Title Characteristics of Seismicity Distribution Along the Sunda Arc
Characteristics of Seismicity Distribution along the Sunda Arc: Title Some New Observations Author(s) GHOSE, Ranajit; OIKE, Kazuo Bulletin of the Disaster Prevention Research Institute (1988), Citation 38(2): 29-48 Issue Date 1988-06 URL http://hdl.handle.net/2433/124954 Right Type Departmental Bulletin Paper Textversion publisher Kyoto University Bull. Disas. Prey. Res. Inst., Kyoto Univ., Vol. 38, Part 2, No. 332, June, 1988 29 Characteristics of Seismicity Distribution along the Sunda Arc: Some New Observations By Ranajit GHOSEand Kazuo OIKE (Manuscript received March 7, 1988) Abstract Spatio-temporal variations of earthquake activity along the Sunda arc were investigated. We prepared a strain release map for this century. Adjacent to the zones of high strain release, presence of seismically quiet zones was noted. A careful inspection of the depth distribution of the earthquakes revealed that in the eastern Sunda arc, possibly there exists a zone of scarce seismicity at an interme- diate depth. We discussed the probable implications. We also analysed the patterns of temporal distributions of earthquakes at the three different seismotectonic provinces of the Sunda arc—Sumatra, Java, and the Lesser Sunda Islands. We could clearly see that, although the causative geodynamic situations for seismicity vary significantly in space along the length of the arc, the period of increase or decrease in seismicity is largely space invariant. The locally differing levels of seismicity are superposed on the common background of long period seismicity fluctuation. Finally, clustering of seismicity at some patches along the Sunda arc was studied with respect to the altimetric gravity anomaly data. We noted some apparent conformities. -
Landslide Generated Tsunamis : Numerical Modeling
Sektion 2.5: Geodynamische Modellierung, GeoForschungsZentrum Potsdam Landslide generated tsunamis - Numerical modeling and real-time prediction Dissertation zur Erlangung des akademischen Grades Doktor der Naturwissenschaften (Dr. rer. nat.) in der Wissenschaftsdisziplin Geophysik eingereicht an der Mathematisch-Naturwissenschaftlichen Fakultät der Universität Potsdam vorgelegt von Sascha Brune Potsdam, den 29. Januar 2009 This work is licensed under a Creative Commons License: Attribution - Noncommercial - Share Alike 3.0 Germany To view a copy of this license visit http://creativecommons.org/licenses/by-nc-sa/3.0/de/deed.en Published online at the Institutional Repository of the University of Potsdam: URL http://opus.kobv.de/ubp/volltexte/2009/3298/ URN urn:nbn:de:kobv:517-opus-32986 [http://nbn-resolving.org/urn:nbn:de:kobv:517-opus-32986] Abstract Submarine landslides can generate local tsunamis posing a hazard to human lives and coastal facilities. Two major related problems are: (i) quantitative estimation of tsunami hazard and (ii) early detection of the most dangerous landslides. This thesis focuses on both those issues by providing numerical modeling of landslide- induced tsunamis and by suggesting and justifying a new method for fast detection of tsunamigenic landslides by means of tiltmeters. Due to the proximity to the Sunda subduction zone, Indonesian coasts are prone to earthquake, but also landslide tsunamis. The aim of the GITEWS-project (German- Indonesian Tsunami Early Warning System) is to provide fast and reliable tsunami warnings, but also to deepen the knowledge about tsunami hazards. New bathymetric data at the Sunda Arc provide the opportunity to evaluate the hazard potential of landslide tsunamis for the adjacent Indonesian islands. -
Exelon Generation
Victoria County Station ESP Application Part 2 — Site Safety Analysis Report Subsection 2.4.6 Table of Contents Section Title Page 2.4.6 Probable Maximum Tsunami Hazards ............................................................ 2.4.6-1 2.4.6.1 Probable Maximum Tsunami ................................................................ 2.4.6-1 2.4.6.2 Historical Tsunami Record ................................................................... 2.4.6-4 2.4.6.3 Source Generator Characteristics ........................................................ 2.4.6-4 2.4.6.4 Tsunami Analysis ................................................................................. 2.4.6-5 2.4.6.5 Tsunami Water Levels ......................................................................... 2.4.6-5 2.4.6.6 Hydrography and Harbor or Breakwater Influences on Tsunami ......... 2.4.6-8 2.4.6.7 Effects on Safety-Related Facilities ...................................................... 2.4.6-8 2.4.6.8 References ........................................................................................... 2.4.6-8 2.4.6-i Revision 0 Victoria County Station ESP Application Part 2 — Site Safety Analysis Report Subsection 2.4.6 List of Tables Number Title 2.4.6-1 Summary of Historical Tsunami Runup Events in the Texas Gulf Coast 2.4.6-ii Revision 0 Victoria County Station ESP Application Part 2 — Site Safety Analysis Report Subsection 2.4.6 List of Figures Number Title 2.4.6-1 Location Map Showing the Extent of the Geological Provinces in the Gulf of Mexico Basin (Reference 2.4.6-1) 2.4.6-2 (A) Landslide Area (Purple Shade) Offshore of the Rio Grande River (East Breaks Slump) and Other Portions of the Gulf of Mexico, (B) An Enlarged View of Landslide Zones Near Sigsbee Escarpment (Reference 2.4.6-1) 2.4.6-3 The Caribbean Plate Boundary and its Tectonic Elements (Reference 2.4.6-1) 2.4.6-4 Results of Hydrodynamic Simulation for the Currituck Slide, (a) Maximum Wave Height During 100 min. -
GIS and Emergency Management in Indian Ocean Earthquake/Tsunami Disaster
GIS and Emergency Management in Indian Ocean Earthquake/Tsunami Disaster ® An ESRI White Paper • May 2006 ESRI 380 New York St., Redlands, CA 92373-8100, USA • TEL 909-793-2853 • FAX 909-793-5953 • E-MAIL [email protected] • WEB www.esri.com Copyright © 2006 ESRI All rights reserved. Printed in the United States of America. The information contained in this document is the exclusive property of ESRI. This work is protected under United States copyright law and other international copyright treaties and conventions. No part of this work may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying and recording, or by any information storage or retrieval system, except as expressly permitted in writing by ESRI. All requests should be sent to Attention: Contracts and Legal Services Manager, ESRI, 380 New York Street, Redlands, CA 92373-8100, USA. The information contained in this document is subject to change without notice. U.S. GOVERNMENT RESTRICTED/LIMITED RIGHTS Any software, documentation, and/or data delivered hereunder is subject to the terms of the License Agreement. In no event shall the U.S. Government acquire greater than RESTRICTED/LIMITED RIGHTS. At a minimum, use, duplication, or disclosure by the U.S. Government is subject to restrictions as set forth in FAR §52.227-14 Alternates I, II, and III (JUN 1987); FAR §52.227-19 (JUN 1987) and/or FAR §12.211/12.212 (Commercial Technical Data/Computer Software); and DFARS §252.227-7015 (NOV 1995) (Technical Data) and/or DFARS §227.7202 (Computer Software), as applicable. -
Living with Earthquake Hazards in South and South East Asia
ASEAN Journal of Community Engagement Volume 2 Number 1 July Article 2 7-31-2018 Living with earthquake hazards in South and South East Asia Afroz Ahmad Shah University of Brunei Darussalam, [email protected] Talha Qadri Universiti of Brunei Darussalam See next page for additional authors Follow this and additional works at: https://scholarhub.ui.ac.id/ajce Part of the Social and Behavioral Sciences Commons Recommended Citation Shah, Afroz Ahmad; Qadri, Talha; and Khwaja, Sheeba (2018). Living with earthquake hazards in South and South East Asia. ASEAN Journal of Community Engagement, 2(1). Available at: https://doi.org/10.7454/ajce.v2i1.105 Creative Commons License This work is licensed under a Creative Commons Attribution-Share Alike 4.0 License. This Research Article is brought to you for free and open access by the Universitas Indonesia at ASEAN Journal of Community Engagement. It has been accepted for inclusion in ASEAN Journal of Community Engagement. Afroz Ahmad Shah, Talha Qadri, Sheeba Khwaja | ASEAN Journal of Community Engagement | Volume 1, Number 2, 2018 Living with earthquake hazards in South and Southeast Asia Afroz Ahmad Shaha*, Talha Qadria, Sheeba Khwajab aUniversity of Brunei Darussalam, Brunei Darussalam bFaculty of Social Sciences, Department of History, University of Brunei Darussalam, Brunei Darussalam Received: March 7th, 2018 || Revised: May 24th & June 22nd, 2018 || Accepted: July 9th, 2018 Abstract A large number of geological studies have shown that most of the Asian regions are prone to earthquake risks, and this is particularly significant in SE Asia. The tectonics of this region allow the geological investigators to argue for severe vulnerability to major and devastating earthquakes in the near future. -
Operational Users Guide for the Pacific Tsunami Warning and Mitigation System (PTWS)
Intergovernmental Oceanographic Commission technical series 87 Operational Users Guide for the Pacific Tsunami Warning and Mitigation System (PTWS) January 2009 UNESCO 87 Operational Users Guide for the Pacific Tsunami Warning and Mitigation System (PTWS) January 2009 UNESCO 2009 IOC Technical Series No. 87 Paris, 2 February 2009 English only EXECUTIVE SUMMARY The Pacific Tsunami Warning and Mitigation System (PTWS) was founded in 1965 by the Intergovernmental Oceanographic Commission (IOC) of UNESCO, following 5 major destructive Pacific tsunamis in the previous 19 years, to help reduce the loss of life and property from this natural hazard. The Operational Users Guide for the Pacific Tsunami Warning and Mitigation System (PTWS) provides a summary of the tsunami message services currently provided to the PTWS by the U.S. National Oceanic and Atmospheric Administration’s (NOAA) Pacific Tsunami Warning Center (PTWC), the NOAA West Coast / Alaska Tsunami Warning Center (WC/ATWC) and the Japan Meteorological Agency’s (JMA) Northwest Pacific Tsunami Advisory Center (NWPTAC). This 2009 version, formerly called the Communications Plan for the Tsunami Warning System in the Pacific, has been completely revised to include descriptions of the operations of these three Centres in the main body, with additional technical information given in Annexes. The Guide is intended for use by the responsible agencies within each country of the PTWS who are recipients of tsunami messages from the international Centres. Section 1 provides the objectives and purposes of the Guide. Section 2 describes the administrative procedures, the organizations involved, and how to subscribe to services offered. Section 3 provides an overview of the three operational Centers, while Sections 4-6 describe in detail the services each of them provide. -
02.04S.06 Probable Maximum Tsunami
Rev. 01 15 Jan 2008 STP 3 & 4 Final Safety Analysis Report 2.4S.6 Probable Maximum Tsunami The following site-specific supplement addresses the probable maximum tsunami. Probable maximum tsunami flooding events are discussed in Subsection 2.4S.2. 2.4S.6.1 Probable Maximum Tsunami Previous estimates of “worst-case” tsunami flooding along the Texas Gulf Coast have been made for near-field and far-field (i.e., a tsunami that occurs from a source over a 1000 km away) sources. These previous estimates have been based on both historical tsunamis and simulated events. With respect to near-field sources, the National Oceanic and Atmospheric Administration’s (NOAA) West Coast and Alaska Tsunami Warning Center has estimated “worst-case” events by using a two-dimensional depth- integrated hydrodynamic model developed at the University of Alaska, Fairbanks (Reference 2.4S.6-1). The model was run on a Cray X1 supercomputer and included four “worst-case” scenarios based on geoseismic events originating in the Caribbean Sea and the Gulf of Mexico: (1) A moment magnitude (Mw) 9.0 in the Puerto Rico trench (66W, 18N) (2) A Mw 8.2 in the Caribbean Sea (85W, 21N) (3) A Mw 9.0 in the North Panama Deformed Belt (66W, 12N) (4) A hypothetical scenario off the coast of Veracruz, Mexico (95W, 20N) For all near-field modeled scenarios, the peak shoreline wave height along the Gulf coast was less than 0.35 meters. The peak shoreline wave height for the first scenario in the vicinity of STP 3 & 4 was predicted as being between 0.04 meters and 0.06 meters (Figure 2.4S.6-1). -
ISC-GEM Global Instrumental Earthquake Catalogue (1900-2009)
ISC-GEM Global Instrumental Earthquake Catalogue (1900-2009) GEM Technical Report 2012-01 V1.0.0 Storchak D.A., D. Di Giacomo, I. Bondár, J. Harris, E.R. Engdahl, W.H.K. Lee, A. Villaseñor, P. Bormann, and G. Ferrari Geological, earthquake and geophysical data GEM GLOBAL EARTHQUAKE MODEL ISC-GEM Global Instrumental Earthquake Catalogue (1900-2009) GEM Technical Report 2012-01 Version: 1.0.0 Date: July 2012 Authors*: Storchak D.A., D. Di Giacomo, I. Bondár, J. Harris, E.R. Engdahl, W.H.K. Lee, A. Villaseñor, P. Bormann, and G. Ferrari (*) Authors’ affiliations: Dmitry Storchak, International Seismological Centre (ISC), Thatcham, UK Domenico Di Giacomo, International Seismological Centre (ISC), Thatcham, UK István Bondár, International Seismological Centre (ISC), Thatcham, UK James Harris, International Seismological Centre (ISC), Thatcham, UK Bob Engdahl, University of Colorado Boulder, USA Willie Lee, U.S. Geological Survey (USGS), Menlo Park, USA Antonio Villaseñor, Institute of Earth Sciences (IES) Jaume Almera, Barcelona, Spain Peter Bormann, Helmholtz Centre Potsdam GFZ German Research Centre for Geosciences, Germany Graziano Ferrari, Istituto Nazionale di Geofisica e Vulcanologia (INGV), Bologna, Italy Rights and permissions Copyright © 2012 GEM Foundation, International Seismological Centre, Storchak D.A., D. Di Giacomo, I. Bondár, J. Harris, E.R. Engdahl, W.H.K. Lee, A. Villaseñor, P. Bormann, and G. Ferrari Except where otherwise noted, this work is licensed under a Creative Commons Attribution 3.0 Unported License. The views and interpretations in this document are those of the individual author(s) and should not be attributed to the GEM Foundation. With them also lies the responsibility for the scientific and technical data presented. -
Appendix 3 Selection of Candidate Cities for Demonstration Project
Building Disaster and Climate Resilient Cities in ASEAN Final Report APPENDIX 3 SELECTION OF CANDIDATE CITIES FOR DEMONSTRATION PROJECT Table A3-1 Long List Cities (No.1-No.62: “abc” city name order) Source: JICA Project Team NIPPON KOEI CO.,LTD. PAC ET C ORP. EIGHT-JAPAN ENGINEERING CONSULTANTS INC. A3-1 Building Disaster and Climate Resilient Cities in ASEAN Final Report Table A3-2 Long List Cities (No.63-No.124: “abc” city name order) Source: JICA Project Team NIPPON KOEI CO.,LTD. PAC ET C ORP. EIGHT-JAPAN ENGINEERING CONSULTANTS INC. A3-2 Building Disaster and Climate Resilient Cities in ASEAN Final Report Table A3-3 Long List Cities (No.125-No.186: “abc” city name order) Source: JICA Project Team NIPPON KOEI CO.,LTD. PAC ET C ORP. EIGHT-JAPAN ENGINEERING CONSULTANTS INC. A3-3 Building Disaster and Climate Resilient Cities in ASEAN Final Report Table A3-4 Long List Cities (No.187-No.248: “abc” city name order) Source: JICA Project Team NIPPON KOEI CO.,LTD. PAC ET C ORP. EIGHT-JAPAN ENGINEERING CONSULTANTS INC. A3-4 Building Disaster and Climate Resilient Cities in ASEAN Final Report Table A3-5 Long List Cities (No.249-No.310: “abc” city name order) Source: JICA Project Team NIPPON KOEI CO.,LTD. PAC ET C ORP. EIGHT-JAPAN ENGINEERING CONSULTANTS INC. A3-5 Building Disaster and Climate Resilient Cities in ASEAN Final Report Table A3-6 Long List Cities (No.311-No.372: “abc” city name order) Source: JICA Project Team NIPPON KOEI CO.,LTD. PAC ET C ORP. -
Tsunami Plan
EMERGENCY PREPAREDNESS DIVISION CITY OF MANHATTAN BEACH EMERGENCY RESPONSE PLAN FOR TSUNAMI OPERATIONS CONTENTS Page 1. Situation.......................................................................................................................3 The Threat ............................................................................................................3 Federal, State, County Response.........................................................................5 Assumptions .........................................................................................................5 2. Mission ........................................................................................................................6 3. Concept of Operations.................................................................................................6 Lead Responsibilities ............................................................................................6 Phases of Operational Activities ...........................................................................6 Public Awareness & Education Campaigns ........................................................7 4. Execution.....................................................................................................................8 a. City Departments Responsibilities ...................................................................8 b. Plan Updates and Maintenance.......................................................................8 c. Emergency Status............................................................................................9 -
1 the JAVA TSUNAMI MODEL: USING HIGHLY-RESOLVED DATA to MODEL the PAST EVENT and to ESTIMATE the FUTURE HAZARD Widjo Kongko1
THE JAVA TSUNAMI MODEL: USING HIGHLY-RESOLVED DATA TO MODEL THE PAST EVENT AND TO ESTIMATE THE FUTURE HAZARD Widjo Kongko1 and Torsten Schlurmann2 This study is to validate the tsunami model with extensive field observation data gathered from the 2006 Java tsunami. In the relevant study area, where highly-resolved geometric data were recently made available and other related post- tsunami field data have been collected, the tsunami maximum run-up onto land and its marigram have been simulated and evaluated. Several plausible tsunami sources are proposed to adequately mimic the 2006 Java tsunami by including the influence of low rigidity material in the accretionary prism as well as its single-multi fault source type’s effect. Since it has a significant role on tsunami excitation, this parameter and other assumptions are then employed to study an estimated set of reasonable maximum magnitude earthquake-tsunami scenario and projected inundation areas for probable future tsunami on the South Java coastline. In a final step tentative technical mitigation measures are proposed and assessed to deal with adequate coastal protection issues by means of soft (greenbelt, etc.) and hard engineering (sand dunes, etc.) approaches. Their effectiveness in terms of reducing inundation area is assessed and general recommendations for coastal planning authorities are dealt with. Keywords: tsunami model, highly resolved data, accretionary prism, single-multi segment faults, and technical mitigation measures INTRODUCTION Past Events in Java Based on historical data, the number of earthquakes in Java’s subduction zone occurred within the time period of 1977-2007 in bounding coordinates depicted in Figure 1 with magnitudes greater than Ms 5.0 and hypocenter shallower than 40 km, is about 420 events.