Hydrogeological and Geochemical Observations for Earthquake Prediction Research in China: a Brief Overview
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Laogai Handbook 劳改手册 2007-2008
L A O G A I HANDBOOK 劳 改 手 册 2007 – 2008 The Laogai Research Foundation Washington, DC 2008 The Laogai Research Foundation, founded in 1992, is a non-profit, tax-exempt organization [501 (c) (3)] incorporated in the District of Columbia, USA. The Foundation’s purpose is to gather information on the Chinese Laogai - the most extensive system of forced labor camps in the world today – and disseminate this information to journalists, human rights activists, government officials and the general public. Directors: Harry Wu, Jeffrey Fiedler, Tienchi Martin-Liao LRF Board: Harry Wu, Jeffrey Fiedler, Tienchi Martin-Liao, Lodi Gyari Laogai Handbook 劳改手册 2007-2008 Copyright © The Laogai Research Foundation (LRF) All Rights Reserved. The Laogai Research Foundation 1109 M St. NW Washington, DC 20005 Tel: (202) 408-8300 / 8301 Fax: (202) 408-8302 E-mail: [email protected] Website: www.laogai.org ISBN 978-1-931550-25-3 Published by The Laogai Research Foundation, October 2008 Printed in Hong Kong US $35.00 Our Statement We have no right to forget those deprived of freedom and 我们没有权利忘却劳改营中失去自由及生命的人。 life in the Laogai. 我们在寻求真理, 希望这类残暴及非人道的行为早日 We are seeking the truth, with the hope that such horrible 消除并且永不再现。 and inhumane practices will soon cease to exist and will never recur. 在中国,民主与劳改不可能并存。 In China, democracy and the Laogai are incompatible. THE LAOGAI RESEARCH FOUNDATION Table of Contents Code Page Code Page Preface 前言 ...............................................................…1 23 Shandong Province 山东省.............................................. 377 Introduction 概述 .........................................................…4 24 Shanghai Municipality 上海市 .......................................... 407 Laogai Terms and Abbreviations 25 Shanxi Province 山西省 ................................................... 423 劳改单位及缩写............................................................28 26 Sichuan Province 四川省 ................................................ -
Operational Procedures of Contributing Agencies
Operational Procedures of Agencies Contributing to the ISC China Earthquake Administration: Chinese Seismic Network Guanghui Dai and Yanru An China Earthquake Networks Center (CENC) China Earthquake Administration (CEA), Beijing China Excerpt from the Summary of the Bulletin of the International Seismological Centre: Guanghui Dai and Yanru An (2020), Summ. Bull. Internatl. Seismol. Cent., July - December 2017, 54 (II), pp. 28–40, https://doi.org/10.31905/XWIVRBRI. 5 Operational Procedures of Contributing Agencies 5.1 China Earthquake Administration: Chinese Seismic Network Guanghui Dai, Yanru An China Earthquake Networks Center (CENC), China Earthquake Administration (CEA), Beijing, China Guanghui Dai Yanru An The State Seismological Bureau (SSB) was established in China in 1971 and renamed China Earthquake Administration (CEA) in 1998. In 2018, the Ministry of Emergency Management of the People’s Republic of China (PRC) was put in charge of CEA. As a government agency, CEA is mandated by the Law of the PRC on Protecting Against and Mitigating Earthquake Disasters to enforce earthquake administration in China. During the past 50 years, CEA has made great efforts on the construction of the Chinese Seismic Network (CSN) and on earthquake research to minimize earthquake disasters. In 2004, CEA authorized the China Earthquake Networks Center (CENC) to take charge of the CSN and earthquake monitoring. To meet the requirements of public concern and scientific research, CENC releases rapid earthquake notifications, archives seismic waveforms, provides seismic catalogues and phase reports. CENC provides data from 34 stations to the ISC (agency code BJI) on behalf of CEA. 5.1.1 Seismicity and Seismic Hazard China and adjacent regions frequently suffer from severe earthquake disasters. -
Pathways to Earthquake Resilience in China
Report Pathways to earthquake resilience in China October 2015 Overseas Development Institute 203 Blackfriars Road London SE1 8NJ Tel. +44 (0) 20 7922 0300 Fax. +44 (0) 20 7922 0399 E-mail: [email protected] www.odi.org www.odi.org/facebook www.odi.org/twitter Readers are encouraged to reproduce material from ODI Reports for their own publications, as long as they are not being sold commercially. As copyright holder, ODI requests due acknowledgement and a copy of the publication. For online use, we ask readers to link to the original resource on the ODI website. The views presented in this paper are those of the author(s) and do not necessarily represent the views of ODI. © Overseas Development Institute 2015. This work is licensed under a Creative Commons Attribution-NonCommercial Licence (CC BY-NC 3.0). ISSN: 2052-7209 Cover photo: Photo by GDS, Children receiving the GDS disaster risk reduction kit, Shaanxi Province, China Contents Acknowledgements 9 About the authors 9 Glossary of terms 11 Acronyms 11 1. Introduction 13 John Young 2. Earthquake disaster risk reduction policies and programmes in China 16 Cui Ke, Timothy Sim and Lena Dominelli 3. Current knowledge on seismic hazards in Shaanxi Province 23 By Feng Xijie, Richard Walker and Philip England 4. Community-based approaches to disaster risk reduction in China 30 Lena Dominelli, Timothy Sim and Cui Ke 5. Case study: World Vision’s community disaster response plan in Ranjia village 42 William Weizhong Chen, Ning Li and Ling Zhang 6. Case study: Gender Development Solution’s disaster risk reduction in primary education 46 Zhao Bin 7. -
Chapter 4: Strong Earthquake Motion Observations
339 CHAPTER 4: STRONG EARTHQUAKE MOTION OBSERVATIONS GENERAL ASPECTS OF STRONG-MOTION OBSERVATIONS DURING THE TANGSHAN EARTHQUAKE Peng Kezhong, Yu Shuangjiu and Guo Yuxue* The main shock accelerograms were recorded at most of the stations of the strong-motion accelerograph network in North China during the Tangshan earthquake of magnitude 7.8. Strong-motion records were also recorded at some of the stations during the Luanxian earth- quake of magnitude 7.1 and the Ninghe earthquake of magnitude 6.9. After the main shock of the Tangshan earthquake occurred some mobile observation stations were quickly deployed in Tangshan City and its nearby regions, and a number of near-source records from the aftershocks were obtained thereafter. I. Strong-Motion Accelerograph Network in North China After the 1966 Xingtai earthquake in Hebei Province a strong-motion accelerograph net- work of China was first established and developed slowly in North China. Prior to the July 28, 1976 Tangshan earthquake a total of 23 accelerographs had been installed. Among them, 18 accelerographs (Model RDZ1-12-66) were operated by the Institute of Engineering Mechanics, Academia Sinica (IEM), 3 accelerographs (Model RDZ1-12-66) were operated by the Institute of Earthquake Engineering, Chinese Academy of Building Research (IEE), one accelerograph (Model SG-4-12) by the Institute of Scientific Research, Ministry of Water Conservancy and Electric Power (ISR), and one accelerograph (Model SMAC-B2) by the Institute of Geophysics, State Seismological Bureau (IGP). After the Tangshan earth- quake of magnitude 7.8 another accelerograph was supplemented at Baliqiao in Tongxian County by IEE. The total of 24 accelerographs was deployed. -
Economic Assessment of Natural Disasters in China: a Dynamic Spatial CGE Approach
Economic Assessment of Natural Disasters in China: A Dynamic Spatial CGE Approach Nian LI, Hiroyuki SHIBUSAWA, and Yuzuru MIYATA Department of Architecture and Civil Engineering Toyohashi University of Technology, Japan Abstract On July 28, 1976 at 3:42 am local time, a moment magnitude 7.5 earthquake occurred below Tangshan city in the Hebei Province of northern China, causing extensive damage to the industrial city and its surroundings. The earthquake ruptured 100 km (62 mi) of the Tangshan fault, a right-lateral strike-slip fault trending in the north-northeast direction. The area experienced 10 km of extensive surface faulting running through downtown Tangshan with horizontal displacements up to 1.5 m. Many buildings collapsed as a result of the intense ground shaking. Due to the earthquake’s occurrence in the middle of the night, this damage led in turn to very high casualties among the inhabitants of the city and the surrounding communities. The event also caused major damage in the city of Tianjin located 100 km southwest of Tangshan, and moderate damage in Beijing approximately 140 km to the west. The 1976 Great Tangshan Earthquake remains the deadliest earthquake in modern times with an official death count of approximately 242,400. With over 2,000 years of chronicled history, the spatial and temporal occurrence of historical earthquakes is particularly well studied in northern China. Since 1000 C.E., strong crustal earthquakes have occurred in this region over four distinct high activity time periods, separated by decades of quiet seismic activity. The active periods span 1011 to 1076 C.E., 1290 to 1368 C.E., 1484 to 1730 C.E., and 1815 to the present. -
Mitrfaj4fi STRUCTURE and TECTONICS of NORTH CHINA
STRUCTURE AND TECTONICS OF NORTH CHINA by Kaye M. Shedlock B.S. University of Maryland (1973) M.S. Johns Hopkins University (1978) Submitted to the Department of Earth, Atmospheric, and Planetary Sciences in Partial Fulfillment of the Requirements of the Degree of DOCTOR OF PHILOSOPHY at the MASSACHUSETTS INSTITUTE OF TECHNOLOGY March 1986 O Massachusetts Institute of Technology 1986 Signature of Author Departmdt of-arth, Atmospheric, and Planetary Sciences March 27, 1986 Certified by Keiiti Aki Thesis Supervisor Certified by Peter Molnar Thesis Supervisor Certified by Steven Roecker Thesis Supervisor Accepted byk-/ Irmane entCommittee on Graduate Students MITrFAJ4fi STRUCTURE AND TECTONICS OF NORTH CHINA Kaye M. Shedlock Submitted to the Department of Earth, Atmospheric, and Planetary Sciences in partial fulfillment of the requirement for the degree of Doctor of Philosophy at the Massachusetts Institute of Technology. Abstract North China, a structurally diverse and tectonically active region, emcompasses the Yinchuan, Hetao, Weihe, and North China basins, the Bohai (Bo Sea), the Ordos Plateau, the Shanxi Grabens, and at least six mountain ranges. The North China block, the oldest craton in contempory China, has been the site of active tectonic deformation since Mesozoic times. Remnants of Mesozoic sediments provide hints of older basins, but the contemporary sedimentary basins in North China formed during Cenozoic times. The largest sedimentary basin in North China, the North China (or Bohai) basin, is composed of six major depressions and is surrounded by five mountain ranges. The North China basin is bounded in part by the 2400 km long Tanlu strike-slip fault system. The intraplate rifting that formed the North China basin appears to be the result of an approximately 30% extension and thinning of the lithosphere that began in the early Tertiary. -
Development of Earthquake Engineering in China
13th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 5008 DEVELOPMENT OF EARTHQUAKE ENGINEERING IN CHINA Yuxian HU1 SUMMARY In China, there are now national seismic design codes for various kinds of engineering works, such as buildings, industrial structures, hydraulic structures, highways, railways, nuclear power plants, etc., and also national codes for seismic hazard evaluation, zonation, evaluation and strengthening of existing structures. Our current seismic codes require a two-stage limit design: an elastic and an ultimate. The design spectra are given in the zonation maps for the whole nation, and its width varying with both the regional seismicity and the local site condition. The 2001 code for buildings includes also a separate chapter for base isolation and energy dissipation requirements. The current design principle is performance-based, but an idea of consequence-based design principle was suggested a few years ago, which considers the indirect social and economic effects of the local region. Included are also development of studies of structural analysis, disaster mitigation measures, and engineering seismicity problems. 1. INTRODUCTION The development of earthquake engineering in China may be described into three stages. The initial stage in 1950’s – 1960’s was marked with the initiation of this branch of science from its creation in the first national 12-year plan of science and technology by specifying earthquake engineering as a branch item and IEM was one important participant. The first earthquake zonation map and the first seismic design code were completed in the 1950s and used in engineering design. Site effect on ground motion was seriously studied in the second stage in 1960s – 1980s marked with the occurrence of quite a few strong earthquakes in China, from which many lessons were learned and corresponding considerations were specified in our design codes, which are forced to follow in construction practice. -
Crustal and Uppermost Mantle Structure and Seismotectonics of North China Craton
Tectonophysics 582 (2013) 177–187 Contents lists available at SciVerse ScienceDirect Tectonophysics journal homepage: www.elsevier.com/locate/tecto Crustal and uppermost mantle structure and seismotectonics of North China Craton Jian Wang a,⁎, Dapeng Zhao b, Zhenxing Yao a a Key Laboratory of the Earth's Deep Interiors, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China b Department of Geophysics, Tohoku University, Sendai, 980-8578, Japan article info abstract Article history: We determined a 3-D P-wave anisotropic tomography of the crust and uppermost mantle beneath North Received 31 August 2011 China Craton (NCC) using 107,976 P-wave arrival times from 16,073 local earthquakes recorded by 380 Received in revised form 30 September 2012 seismic stations. Our results show significant lateral heterogeneities beneath NCC. The lower crust and upper- Accepted 1 October 2012 most mantle beneath the North China Basin show widespread low-velocity anomalies which may reflect Available online 12 October 2012 high-temperature materials caused by the late Mesozoic basaltic magmatism in the NCC. Low-velocity anom- alies also exist beneath the Trans-North China Orogen, which may reflect asthenospheric upwelling since late Keywords: P-wave anisotropy Mesozoic. Large crustal earthquakes generally occurred in high-velocity zones in the upper to middle crust, Seismic tomography while low-velocity and high-conductivity anomalies that may represent fluid-filled, fractured rock matrices North China Craton exist in the lower crust to the uppermost mantle under the source zones of the large earthquakes. The crustal Crustal earthquakes fluids may lead to the weakening of the seismogenic layer in the upper and middle crust and hence cause the Fossil anisotropy large crustal earthquakes. -
The 1976 Tangshan, China Earthquake
NSF /RA-800554 Earthquake Engineering EE Research Institute B:J: P 13 82-1231 75 THE 1976 TANGSHAN, CHINA EARTHQUAKE Papers Presented at the 2nd U.S. National Conference on Earthquake Engineering Held at Stanford University August 22-24, 1979 March 1980 INFORMATION RESOURCES NATIONAL SCIENCE FOUNDATION Published by The Earthquake Engineering Research Institute. a non-profit corporation for the development and dissemination of knowledge on the problems of destructive earthquakes. THE 1976 TANGSHAN, CHINA EARTHQUAKE Papers Presented at the 2nd U.S. National Conference on Earthquake Engineering Held at Stanford University August 22-24, 1979 Introduction by James M. Gere and Haresh C. Shah March 1980 Any opinions, findings, conclusions or recommendations expressed in this publication are those of the author(s) EE and do not necessarily reflect the views of the National Science Foundation. 1t:J: Earthquake Engineering Research Institute with support from \ -Ov The National Science Foundatic;, 50272 -101 3. Recipient's Accession No. REPORT DOCUMENTATION 11. REPORT NO. 12. PAGE NSF /RA-800554 PB82 1 23 1 7 5 1-4-.-T-itl-e -an-d-S-u-bt~it~le 5. Report Date 1976 Tangshan, China Earthquake (Papers Presented at the 2nd U.S. March 1980 National Conference on Earthquake Engineering Held at Stanford ~~_.ft8-------------~ University, August 22-~4, 1979) _ ______ .'L. IUc99065 7. Author(s) B. Performing Organization Rept. No. J .A. Bl ume 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. Earthquake Engineering Research Institute ----- --~~--~~---~-l 2620 Telegraph Avenue 11. Contract(C) Or Grant(G) No. Berkeley, CA 94704 (C) (G) CEE8019240 12. -
The 1976 Great Tangshan Earthquake 30-Year Retrospective
The 1976 Great Tangshan Earthquake 30-Year Retrospective TM Risk Management Solutions Ic ACKNOWLEDGEMENTS Authors Patricia Grossi, Domenico del Re, and Zifa Wang Editor Karie Lao Graphic designer Yaping Xie Contributors From RMS: Weimin Dong, Manabu Masuda, Shannon McKay, Robert Muir-Wood, Haresh Shah, and Maura Sullivan From IEM: Endong Guo, Shanyou Li, Lingxin Zhang, and Zhendong Zhao Image Sources Atlas of Natural Disaster System of China China Earthquake Administration California Institute of Technology References Gere, J. and Shah, H. 1980. “Tangshan rebuilds after mammoth earthquake.” Civil Engineering 50(12): 47-52. Huixian, L., Housner, G., Lili, X. and Duxin, H. 2002. The Great Tangshan Earthquake of 1976. Earthquake Engineering Research Laboratory: California Institute of Technology. Wang, T. and Li, J. 1984. “The recurrence intervals of the strong earthquakes in Tangshan.” Seismology and Geology 6: 77–83. Xie, X. and Yao, Z. 1991. “The faulting process of Tangshan earthquake inverted simultaneously from the teleseismic waveforms and geodesic deformation data.” Physics of the Earth and Planetary Interiors 66: 265-277. Yong, C. et al. 1988. The Great Tangshan Earthquake of 1976: An Anatomy of Disaster. Beijing: Pergamon Press. Ic TaBLE OF CONTENTS Introduction II The 1976 Great Tangshan Earthquake 1 1.1 Seismic Tectonics of Northern China 1 1.2 Precursors to the Tangshan Earthquake 2 Earthquake Prediction in China 2 1.3 Earthquake Sequence and Intensity Distribution 3 Physical and Human Impacts 4 2.1 Building Exposure and Damage -
Comparative Assessment of Severe Accidents in the Chinese Energy Sector
CH0300076 PAUL SC HI RR ER IN STITUT PSI Bericht Nr. 03-04 March 2003 ISSN 1019-0643 China Energy Technology Program Comparative Assessment of Severe Accidents in the Chinese Energy Sector Stefan Hirschberg, Peter Burgherr, Gerard Spiekerman, Erik Cazzoli, Jirina Vitazek and Lulian Cheng P AUL (HERR ER IN STITUT PSI Bericht Nr. 03-04 March 2003 ISSN 1019-0643 China Energy Technology Program Comparative Assessment of Severe Accidents in the Chinese Energy Sector Stefan Hirschberg, Peter Burgherr, Gerard Spiekerman, Erik Cazzoli, Jirina Vitazek and Lulian Cheng Paul Scherrer Institut CH-5232 Villigen PSI Switzerland Phone 41 0)56 310 21 Fax +41 0)56 310 21 99 Internet: www.psi.ch I TABLE OF CONTENTS LIST OF FIGURES IN TEXT IV LIST OF TABLES IN TEXT VII EXECUTIVE SUMMARY IX 1. INTRODUCTION I 1.1 Context of the study 1 1.2 Objectives and scope 1 1.3 Severe accident definition 2 2. INFORMATION SOURCES 4 2.1 Overview of selected databases and other sources 4 2.2 Completeness of collected data 6 2.2.1 Coal chain 6 2.2.2 Other energy chains 8 2.2.3 Severe accident database used for CETP 8 3. GENERAL INFORMATION AND ISSUES 10 3.1 China's energy mix 10 3.2 The role of energy in China's policy for the 21st century 11 4. EVALUATIONS FOR SPECIFIC ENERGY CHAINS 12 4.1 Coal chain 13 4.1.1 Background 13 4.1.2 China's coal industry 14 4.1.3 Severe accidents in China's coal chain 26 4.2 Oil chain 37 4.2.1 Background 37 4.2.2 China's oil industry 41 4.2.3 Severe accidents in China's oil chain 46 43 Natural gas chain 50 4.3.1 Background 50 4.3.2 China's -
Report on the State of the Environment in China 2006
2006 Report on the State of the Environment in China State Environmental Protection Administration 2006 Report on the State of the Environment in China State Environmental Protection Administration The 2006 Report on The State of The Environment is issued according to relevant provisions of the Law of the People’s Republic of China. Zhou Shengxian Minister of State Environmental Protection Administration June 4, 2007 Table of Contents Water Environment (6 ) Marine Environment (42) Atmospheric Environment (50) Acoustic Environment (62) Solid Waste (66) Radiation Environment (72) Natural Ecology (78) Arable Land and Rural Environment (88) Forest (96) Grassland (100) Climate and Natural Disasters (106) Boxes Environmental protection laws, regulations, rules and standards ( 40 ) Investment in National Environmental Pollution Treatment ( 40) International environmental cooperation and exchanges ( 41 ) Completion Status for the Plan on the Control of Major Pollutant Discharges in 2006 ( 48 ) Monitoring and Inspection of Pollution Sources Discharging Directly into the Sea ( 49 ) Severe Ship Related Pollution and Marine Fishery Pollution Accidents ( 49 ) Production and consumption of ozone depletion substances ( 60 ) Investigating and Punishing Environmental Infringements and Taking the Special Move on Environmental Improvement ( 61 ) Extremely Severe and Severe Environmental Pollution Incidences in 2006 ( 61) Management of Environmental Impact Assessment (EIA) ( 65) Nationwide Environmental Risk Checkup of Chemical and Petrochemical Construction