Research Report Study on Earthquake Risk And
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General Plan
Final Report 12.4.4 Simulation of December 12, 1999 Earthquake and August 1, 1968 Earthquake The recent earthquake motion in Metro Manila was simulated by the method that was adopted in this study. The subjected events are the December 12, 1999 earthquake of magnitude 6.8 that occurred at Manila Trench of 200 km north-northwest of Metro Manila, and the August 2, 1968 earthquake of magnitude 7.3 that occurred at Casiguran Fault of 200 km north-northeast of Metro Manila. In addition, the Model 01 almost corresponds to 1990 Luzon earthquake. The simulated PGA distribution of December 12, 1999 Earthquake is shown in Figure 12.4.7. In this earthquake, PHV and MRK station of MM-STAR, which is shown in the figure, observed the earthquake ground motion. The observed horizontal acceleration at PHV is 36gal in NS and EW component. MRK observed 39 gal in NS component and 102 gal in EW component, and geometric mean is 63 gal. The simulated PGA corresponds to these observed records. The simulated seismic intensity distribution in MMI scale of August 2, 1968 Earthquake is shown in Figure 12.4.8. By this earthquake, Ruby Tower in Metro Manila has collapsed and several buildings were severely damaged. On the other hand, 1990 Luzon Earthquake affected only minor damage to the building in Metro Manila, nevertheless the 1990 Luzon Earthquake show larger intensity. On April 7, 1970, another earthquake of magnitude 7.3 occurred along Casiguran Fault and some buildings in Metro Manila were badly damaged. The magnitude of 1968 Earthquake and 1970 Earthquake are smaller than 1990 Luzon Earthquake and the focal distance are larger, but the damage situation was more serious than 1990 Luzon Earthquake. -
TWEETING RELIEF and AID DURING TYPHOON ONDOY a Thesis Submitted to the Faculty of the Graduate School Of
NETWORKS TO THE RESCUE: TWEETING RELIEF AND AID DURING TYPHOON ONDOY A Thesis submitted to the Faculty of the Graduate School of Arts and Sciences of Georgetown University in partial fulfillment of the requirements for the degree of Master of Arts in Communication, Culture, and Technology By Xenia Yasmin Zia Gutierrez Morales, B.A. April 26, 2010 Washington DC Copyright 2010 by Xenia Yasmin Zia Gutierrez Morales All Rights Reserved ii NETWORKS TO THE RESCUE: TWEETING RELIEF AND AID DURING TYPHOON ONDOY Xenia Yasmin Zia Gutierrez Morales, B.A. Thesis Advisor: Mirjana Dedaic, Ph.D. ABSTRACT In September 2009, the forces of social networking sites were harnessed to create a civil society network in aid of disaster relief operations in the Philippines. This occured spontaneously, individually and then collectively in the midst of tropical storm Ondoy, forming a networked group of individuals bonded by shared goals and identities. Using data from Twitter in general and the RockEdRadio Twitter Network in particular, this thesis traces the emergence of relief and rescue networks during the Ondoy Typhoon and subsequent flooding. Diffusion Theory and Theories of Networked Interaction are employed in the analysis of the architecture and operationality of the relevant disaster-relief oriented SNS networks. Furthermore, this thesis also analyses the content of selected Tweets and delves into the unique features of the Philippine context to explain how these online social networks of rescue and relief diffused so spontaneously, rapidly and seamlessly amidst challenging circumstances. The thesis concludes with recommendations regarding the use of SNS technologies in other national disaster scenarios. iii The research and writing of this thesis is dedicated to my father, Danilo Morales, my mother, Lourdes Morales and my sister, Armi Prisara Morales. -
MANILA BAY AREA SITUATION ATLAS December 2018
Republic of the Philippines National Economic and Development Authority Manila Bay Sustainable Development Master Plan MANILA BAY AREA SITUATION ATLAS December 2018 MANILA BAY AREA SITUATION ATLAS December 2018 i Table of Contents Preface, v Administrative and Institutional Systems, 78 Introduction, 1 Administrative Boundaries, 79 Natural Resources Systems, 6 Stakeholders Profile, 85 Climate, 7 Institutional Setup, 87 Topography, 11 Public-Private Partnership, 89 Geology, 13 Budget and Financing, 91 Pedology, 15 Policy and Legal Frameworks, 94 Hydrology, 17 National Legal Framework, 95 Oceanography, 19 Mandamus Agencies, 105 Land Cover, 21 Infrastructure, 110 Hazard Prone Areas, 23 Transport, 111 Ecosystems, 29 Energy, 115 Socio-Economic Systems, 36 Water Supply, 119 Population and Demography, 37 Sanitation and Sewerage, 121 Settlements, 45 Land Reclamation, 123 Waste, 47 Shoreline Protection, 125 Economics, 51 State of Manila Bay, 128 Livelihood and Income, 55 Water Quality Degradation, 129 Education and Health, 57 Air Quality, 133 Culture and Heritage, 61 Habitat Degradation, 135 Resource Use and Conservation, 64 Biodiversity Loss, 137 Agriculture and Livestock, 65 Vulnerability and Risk, 139 Aquaculture and Fisheries, 67 References, 146 Tourism, 73 Ports and Shipping, 75 ii Acronyms ADB Asian Development Bank ISF Informal Settlers NSSMP National Sewerage and Septage Management Program AHLP Affordable Housing Loan Program IUCN International Union for Conservation of Nature NSWMC National Solid Waste Management Commission AQI Air Quality Index JICA Japan International Cooperation Agency OCL Omnibus Commitment Line ASEAN Association of Southeast Nations KWFR Kaliwa Watershed Forest Reserve OECD Organization for Economic Cooperation and Development BSWM Bureau of Soils and Water Management LGU Local Government Unit OIDCI Orient Integrated Development Consultants, Inc. -
Earthquake Plan Swiss Community
Embassy of Switzerland in the Philippines Our reference: 210.0-2-MAV Phone: + 632 757 90 00 Fax: + 632 757 37 18 Manila, November 2010 Earthquake Plan WHAT IS AN EARTHQUAKE? 1. Earthquakes are caused by geological movements in the earth which release energy and can cause severe damage due to ground vibration, surface faulting, tectonic uplifts or ground ruptures. These can also trigger tsunamis (large sea- waves), landslides, flooding, dam failures and other disasters up to several hundred kilometres from the epicentre. 2. These occur suddenly and usually without warning. Major earthquakes can last minutes, but as a rule, these last only a few ten seconds. All types of earthquakes are followed by aftershocks, which may continue for several hours or days, or even years. It is not uncommon for a building to survive the main tremor, only to be demolished later by an aftershock. 3. The actual movement of the ground during an earthquake seldom directly causes death or injury. Most casualties result from falling objects and debris or the collapse of buildings. The best protection for buildings is solid construction and a structural design intended to withstand an earthquake. 4. An initial shock of an earthquake is generally accompanied by a loud rumbling noise, and it is not uncommon that people rush outside of the building to see what is happening, only to be caught unprepared by the subsequent and potentially more dangerous shocks and falling debris. EARTHQUAKES AND THEIR EFFECTS Intensity Force Effects on Persons Buildings Nature I Unnoticed Not noticeable Very light noticed here and there II III Light Mainly noticed by persons in relaxing phase IV Medium Noticed in houses; Windows are vibrating waking up V Medium to strong Noticed everywhere in the open. -
Visualization of the Geophysical Settings in the Philippine Sea Margins by Means of GMT and ISC Data
Central European Journal of Geography and Sustainable Development 2020, Volume 2, Issue 1, Pages: 5-15 ISSN 2668-4322, ISSN-L 2668-4322 https://doi.org/10.47246/CEJGSD.2020.2.1.1 Visualization of the geophysical settings in the Philippine Sea margins by means of GMT and ISC data Polina Lemenkova* Ocean University of China, College of Marine Geo-sciences, 238 Songling Rd, Laoshan, 266100, Qingdao, Shandong, China; [email protected] Received: 22 February 2020; Revised: 12 March 2020; Accepted: 20 March 2020; Published online: 25 March 2020 _________________________________________________________________________________________________________________________ Abstract: The presented research aimed to perform geophysical modelling (gravity and geoid) and to evaluate the spatio-temporal variation of the marine geological data (distribution and depth of earthquakes) using combination of the Generic Mapping Tools (GMT) and available sources from the International Seismological Centre (ISC-EHB) that produce data on earthquakes as part of seismic survey and regional research projects. The target study area is a Philippine Sea basin (PSB) with two focused marginal areas: Philippine Trench and Mariana Trench, two hadal trenches located in the places of the tectonic plates subduction. Marine free-air gravity anomaly in the PSP shows higher values (>80 mGal) of the gravity fields structure at the volcanic areas and Philippine archipelago. Current study presented comparative geophysical analysis, and mapping free-air gravity and geoid in the Philippine Sea basin area. As a result of this study, the average level of earthquakes located in the Philippine Trench and Mariana Trench areas were compared, and those located in the Philippine archipelago are determined to be in the souther-western part (area of west Mindanao, south-west Visayas islands), while Luzon Islands shown shallower located earthquakes. -
Data Collection Survey for Strategy Development of Disaster Risk Reduction and Management Sector in the Republic of the Philippines
THE REPUBLIC OF THE PHILIPPINES DATA COLLECTION SURVEY FOR STRATEGY DEVELOPMENT OF DISASTER RISK REDUCTION AND MANAGEMENT SECTOR IN THE REPUBLIC OF THE PHILIPPINES FINAL REPORT FEBRUARY 2017 JAPAN INTERNATIONAL COOPERATION AGENCY ORIENTAL CONSULTANTS GLOBAL CO., LTD. CTI ENGINEERING INTERNATIONAL CO., LTD. 1R PACIFIC CONSULTANTS CO., LTD. JR 17-021 THE REPUBLIC OF THE PHILIPPINES DATA COLLECTION SURVEY FOR STRATEGY DEVELOPMENT OF DISASTER RISK REDUCTION AND MANAGEMENT SECTOR IN THE REPUBLIC OF THE PHILIPPINES FINAL REPORT FEBRUARY 2017 JAPAN INTERNATIONAL COOPERATION AGENCY ORIENTAL CONSULTANTS GLOBAL CO., LTD. CTI ENGINEERING INTERNATIONAL CO., LTD. PACIFIC CONSULTANTS CO., LTD. Data Collection Survey for Strategy Development of Disaster Risk Reduction and Management Sector in the Republic of the Philippines Summary Background and Objectives: The JICA cooperation strategy on DRRM formulated in 2008 included the promotion of non-structural measures such as the support for policy making and community enhancement based on the Hyogo Framework for Action (HFA) adopted in 2005 into the conventional cooperation projects mainly focusing on the implementation of structural measures. Since then, both Japan and the Philippines have experienced catastrophic disasters such as the Great East Japan Earthquake and Typhoon Yolanda, and both countries undertook efforts to respond and rebuild from unexpected and extraordinary disasters. Other countries have also experienced several catastrophic disasters, and new frameworks such as the Sendai Framework for DRR (SFDRR) were agreed and some targets to achieve their goals are being discussed through recently conducted international dialogues. From those international trends, several well-known keywords arose such as “Mainstreaming DRR” and “Build Back Better: BBB” which were originally used in Japan. -
World Bank Document
Report No: ACS12182 . East Asia and Pacific EAP Critical Infrastructure Risk Assessment and Retrofitting Program Public Disclosure Authorized Safe and Resilient Infrastructure in the Philippines Applications of International Experience . August 2014 . Public Disclosure Authorized GSURR EAST ASIA AND PACIFIC . Public Disclosure Authorized Public Disclosure Authorized Document of the World Bank . Standard Disclaimer: . This volume is a product of the staff of the International Bank for Reconstruction and Development/ The World Bank. The findings, interpretations, and conclusions expressed in this paper do not necessarily reflect the views of the Executive Directors of The World Bank or the governments they represent. The World Bank does not guarantee the accuracy of the data included in this work. The boundaries, colors, denominations, and other information shown on any map in this work do not imply any judgment on the part of The World Bank concerning the legal status of any territory or the endorsement or acceptance of such boundaries. Copyright Statement: . The material in this publication is copyrighted. Copying and/or transmitting portions or all of this work without permission may be a violation of applicable law. The International Bank for Reconstruction and Development/ The World Bank encourages dissemination of its work and will normally grant permission to reproduce portions of the work promptly. For permission to photocopy or reprint any part of this work, please send a request with complete information to the Copyright Clearance Center, Inc., 222 Rosewood Drive, Danvers, MA 01923, USA, telephone 978-750-8400, fax 978-750-4470, http://www.copyright.com/. All other queries on rights and licenses, including subsidiary rights, should be addressed to the Office of the Publisher, The World Bank, 1818 H Street NW, Washington, DC 20433, USA, fax 202-522-2422, e-mail [email protected]. -
Geochemistry and Tectonic Setting of the Luzon Arc, Philippines
Geochemistry and tectonic setting of the Luzon arc, Philippines MARC J. DEFANT Department of Geology, University of South Florida, Tampa, Florida 33620 RENE^C^^AUR^Y } laboratoire de Petrologie et G. S. Oceanologie et Geodynamique, Universite de Bretagne Occidentale, 29287 Brest, France JELLE DE BOER Department of Earth and Environmental Sciences, Wesleyan University, Middletown, Connecticut 06457 JEAN-LOUIS JORON Groupe des Sciences de la Terre, Laboratoire Pierre Siie, Centre d'Etudes Nucléaires de Saclay, B.P. 2, 91191 Gif sur Yvette, France ABSTRACT ment) with the Manila Trench. In contrast, unreported analytical data, along the entire ex- Babuyan segment samples (north) have un- tent of the Luzon arc and to discuss possible Miocene (10 Ma) to Recent volcanism is usual island-arc Nd and Sr isotopic ratios that origins of these compositional variations. associated with eastward subduction along fall below the mantle array; they appear to be the Manila Trench for some 1,200 km from the result of sediment source contaminants or GEOLOGIC SETTING the Coastal Range in Taiwan south to Min- a unique mantle composition. Incorporation doro. We suggest calling this the "Luzon of sediments analyzed from eastern China Tectonic Framework arc." There are five distinct segments along and Taiwan into a MORB-type mantle can this arc: Mindoro, Bataan, Northern Luzon, explain the Nd and Sr isotopic ratios of the The Manila Trench is a broadly arcuate Babuyan, and Taiwan. The Bataan and Min- Babuyan segment. (concave eastward) structure, which extends doro segments in the south are separated by a from about 13° to 21° N (Figs. -
MRL Gold Philippines Inc. Panoro Minerals Ltd Have the Right to Acquire an Interest in the Properties by Way of an Earn in Agreement with Mindoro Resources Ltd
MRL GOLD PHILIPPINES INC. and PANORO MINERALS LTD Independent Geological Report on the Surigao Property Group Northern Mindanao, Philippines Tapian-San Francisco, Tapian Main and Agata Properties By Bruce D. Rohrlach B.Sc. (Hons), Ph.D, M.AusIMM 10 Wahroonga Avenue, Valley View 5093, South Australia 25th April 2005. TABLE OF CONTENTS Page 1. SUMMARY …………………………………………………………………………………………………………………………. 1 2. INTRODUCTION AND TERMS OF REFERENCE ………………………………………………………………….. 8 3. DISCLAIMER ……………………………………………………………………………………………………………………... 8 4. PROPERTY DESCRIPTION AND LOCATION ……………..…………………………………………..………….. 8 4.1 Tapian-San Francisco ……………………….………………………………………………………………..………….. 9 4.2 Tapian Main ……………………….………………………………………………………………..………………….….. 11 4.3 Agata …………………………………….………………………………………………………………..…………….……. 13 5. GEOLOGICAL SETTING ………………………………………………………………………………………………….… 18 5.1 Regional Geology ……………………………………………………………………………………………………….… 18 5.2 District Geology ………………………………………………………………………………………………………….… 22 5.2.1 Physiography and Faulting 5.2.2 Basement Geology 5.2.3 Stratigraphy 5.2.4 Mineralisation and Alteration 6. DEPOSIT TYPES ……….…………………………………………………………………………………………………..…… 29 6.1 Deposit Types ………………………………………….……………………………………………………..……….…… 29 6.2 Geological Model and Concepts …………………. ……………………………………………………..……….…… 30 6.2.1 Porphyry Cu-Au-(Mo) 6.2.2 High-Sulfidation Epithermal Cu-Au 6.2.3 Low-Sulfidation Epithermal Cu-Au 6.2.4 Carbonate-Hosted Disseminated Au-Ag 6.2.5 Skarn Au-(Cu) 7. TAPIAN-SAN FRANCISO PROPERTY ………………………………………………………………..……………..….. 37 -
Application of Particle Swarm Optimization in Optimal Placement of Tsunami Sensors
Application of particle swarm optimization in optimal placement of tsunami sensors Angelie Ferrolino1, Renier Mendoza1, Ikha Magdalena2 and Jose Ernie Lope1 1 Institute of Mathematics, University of the Philippines Diliman, Quezon City, Philippines 2 Faculty of Mathematics and Natural Sciences, Institut Teknologi Bandung, Bandung, Indonesia ABSTRACT Rapid detection and early warning systems demonstrate crucial significance in tsunami risk reduction measures. So far, several tsunami observation networks have been deployed in tsunamigenic regions to issue effective local response. However, guidance on where to station these sensors are limited. In this article, we address the problem of determining the placement of tsunami sensors with the least possible tsunami detection time. We use the solutions of the 2D nonlinear shallow water equations to compute the wave travel time. The optimization problem is solved by implementing the particle swarm optimization algorithm. We apply our model to a simple test problem with varying depths. We also use our proposed method to determine the placement of sensors for early tsunami detection in Cotabato Trench, Philippines. Subjects Optimization Theory and Computation, Scientific Computing and Simulation Keywords Particle swarm optimization, Nonlinear shallow water equations, Tsunami sensors, Tsunami early warning system, Heuristic algorithm, Finite volume method INTRODUCTION While not the most prevalent among all natural disasters, tsunamis rank higher in scale compared to any others because of its destructive potential. Tsunamis are a series of Submitted 7 August 2020 Accepted 18 November 2020 ocean waves prompted by the displacement of a large volume of water. They can be Published 18 December 2020 generated by earthquakes, landslides, volcanic eruptions and even meteor impacts, Corresponding author although they mostly take place in subduction zones caused by underwater earthquakes. -
Philippine Island Arc System Tectonic Features Inferred from Magnetic Data Analysis
Terr. Atmos. Ocean. Sci., Vol. 26, No. 6, 679-686, December 2015 doi: 10.3319/TAO.2015.05.11.04(TC) Philippine Island Arc System Tectonic Features Inferred from Magnetic Data Analysis Wen-Bin Doo1, *, Shu-Kun Hsu1, 2, and Leo Armada 2 1 Center for Environmental Studies, National Central University, Taoyuan City, Taiwan, R.O.C. 2 Department of Earth Sciences, National Central University, Taoyuan City, Taiwan, R.O.C. Received 18 February 2013, revised 22 November 2013, accepted 11 May 2015 ABSTRACT Running along the middle of the Philippine archipelago from south to north, the Philippine fault zone is one of the world’s major strike-slip faults. Intense volcanism in the archipelago is attributed to the ongoing subduction along the trench systems surrounding it. This study interprets the magnetic data covering the Philippine fault zone and the bounding archi- pelago subduction systems to understand the structural characteristics of the study area. Magnetic data analysis suggests that the Philippine fault is roughly distributed along the boundary of high/low magnetization and separates the different amplitude features of the first order analytic signal. Visayas province is a specific area bounded by the other parts of the Philippine ar- chipelago. Further differentiating the tectonic units, the proto-Southeast Bohol Trench should be the main tectonic boundary between Visayas and Mindanao. A clear NE - SW boundary separates Luzon from Visayas as shown by the variant depths to the top of the magnetic basement. This boundary could suggest the different tectonic characteristics of the two regions. Key words: Philippine fault, Philippine archipelago, Magnetic data, Tectonic Citation: Doo, W. -
Evaluating the Seismic Hazards in Metro Manila, Philippines
EVALUATING THE SEISMIC HAZARDS IN METRO MANILA, PHILIPPINES Ivan Wong1, Timothy Dawson2, and Mark Dober3 1 Principal Seismologist/Vice President, Seismic Hazards Group, URS Corporation, Oakland, California, USA 2 Project Seismic Geologist, Seismic Hazards Group, URS Corporation, Oakland, California, USA 3 Senior Staff Seismologist, Seismic Hazards Group, URS Corporation, Oakland, California, USA Email: [email protected] ABSTRACT: We have performed site-specific probabilistic seismic hazard analyses (PSHA) for four sites in the Manila metropolitan area. The Philippine Islands lie within a broad zone of deformation between the subducting Eurasian and Philippine Sea Plate. This deformation is manifested by a high level of seismicity, faulting, and volcanism. The Philippines fault zone is a major left-lateral strike-slip fault that remains offshore east of Manila. The Marikina Valley fault system (MVFS) is the closest active fault to Manila and represents the most likely near-field source of large damaging earthquakes. The largest earthquake that has struck Manila historically, surface wave magnitude (MS) 7.5, occurred in 1645. Manila has experienced other historical damaging earthquakes numerous times. We have included 14 crustal faults, and the Manila Trench, Philippines Trench, and East Luzon Trough subduction zones (both megathrusts and Wadati-Benioff zones) in our seismic source model. We also have accounted for background crustal seismicity through the use of an areal source zone and Gaussian smoothing. Very little paleoseismic data is available for crustal faults in the Philippines including the MVFS so we have included a large amount of epistemic uncertainty in the characterization of these faults using logic trees. New empirical ground motion predictive equations were used in the PSHA.