What Would Happen in a Repeat of the 1679 Earthquake Near Beijing?
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The Functional Structure Convergence of China's Coastal Ports
sustainability Article The Functional Structure Convergence of China’s Coastal Ports Wei Wang 1,2,3, Chengjin Wang 1,* and Fengjun Jin 1 1 Institute of Geographic Sciences and Natural Resources Research, CAS, Beijing 100101, China; [email protected] (W.W.); [email protected] (F.J.) 2 University of Chinese Academy of Sciences, Beijing 100049, China 3 School of Geography, Beijing Normal University, Beijing 100875, China * Correspondence: [email protected] Received: 6 September 2017; Accepted: 23 November 2017; Published: 28 November 2017 Abstract: Functional structure is an important part of a port system, and can reflect the resource endowments and economic development needs of the hinterland. In this study, we investigated the transportation function of coastal ports in China from the perspective of cargo structure using a similarity coefficient. Our research considered both adjacent ports and hub ports. We found that the transportation function of some adjacent ports was very similar in terms of outbound structure (e.g., Qinhuangdao and Huanghua) and inbound structure (e.g., Huanghua and Tangshan). Ports around Bohai Bay and the port group in the Yangtze River Delta were the most competitive areas in terms of outbound and inbound structure, respectively. The major contributors to port similarity in different regions varied geographically due to the different market demands and cargo supplies. For adjacent ports, the functional convergence of inbound structure was more serious than the outbound. The convergence between hub ports was more serious than between adjacent ports in terms of both outbound and inbound structure. The average similarity coefficients displayed an increasing trend over time. -
Weiwei Du Thesis
Queensland University of Technology Queensland University of Technology Faculty of Health Institute of Health and Biomedical Innovation School of Public Health Human Health and Wellbeing Domain Policy Analysis of Disaster Health Management in China Weiwei Du BA, BEc (Peking University) A THESIS SUBMITTED IN FULFILMENT OF THE REQUIREMENTS FOR THE DEGREE OF DOCTOR OF PHILOSOPHY November, 2010 I II Supervisory Team Principal Supervisor: Prof. Gerard FitzGerald MB, BS (Qld), BHA (NSW), MD (QLD), FACEM, FRACMA, FCHSE School of Public Health, Queensland University of Technology, Brisbane, Australia Phone: 61 7 3138 3935 Email: [email protected] Associate Supervisor: Dr. Xiang-Yu Hou BM (Shandong Uni), MD (Peking Uni), PhD (QUT) School of Public Health, Queensland University of Technology, Brisbane, Australia Phone: 61 7 3138 5596 Email: [email protected] Associate Supervisor: Prof. Michele Clark BOccThy (Hons), BA, PhD School of Public Health, Queensland University of Technology, Brisbane, Australia Phone: 61 7 3138 3525 Email: [email protected] III IV Certificate of Originality The work contained in this thesis has not been previously submitted to meet requirements for an award at this or any other higher education institution. To the best of my knowledge and belief, the thesis contains no material previously published or written by another person except where due reference is made. Signed: Mr. Weiwei Du Date: November 8th, 2010 V VI Keywords Disaster Medicine Disaster Health Management in China Disaster Policy Policy Analysis Health Consequences of Flood Case Study of Floods VII Abstract Humankind has been dealing with all kinds of disasters since the dawn of time. -
The Great Mortality
• Superintendent Cincinnati Parks • Director Public Services • Director of Metropolitan Sewer District [email protected] • Green Umbrella Greater Cincinnati • Millcreek Valley Conservancy District • Urban Forestry Advisory Board • Charter Committee Cincinnati • Clifton Town Meeting • NCSU Board of Regents [email protected] • American Pilgrims of the Camino • Chief of Staff – Councilmember David Mann [email protected] [email protected] Repubblica Fiorentina 1115 -1569 Year 1348 Until a decade ago Florence, a City State, was prosperous, under a Repubblicaquasi-democratic Fiorentina institution led by Guilds. The Banks of Florence are the dominant financial institutions in Europe. The Golden Florin of Florence is used for international transactions (like dollar now.) Florence has been weakened by wars with other city states Draught, followed by floods have devastated crops leading to famine The King of England has defaulted on his loan1115 to pay -1569 for the100-year war with France Repubblica Fiorentina January 1348 Florence is enjoying the warm winter It is just one case, sun of Tuscany we have all under Rumor has it that there is a very control, it will go strange illness in Messina (Sicily), but away! it does not concern Florentines, Messina is very far away……. February 1348 One person get sick. More people get sick. March 1348 Florence has lost half of its population. Sicily will loose 80% of its population The Great Mortality The Great Mortality The Bubonic Plague The Black Plague A glimpse into Apocalypse • Between -
Intraplate Earthquakes in North China
5 Intraplate earthquakes in North China mian liu, hui wang, jiyang ye, and cheng jia Abstract North China, or geologically the North China Block (NCB), is one of the most active intracontinental seismic regions in the world. More than 100 large (M > 6) earthquakes have occurred here since 23 BC, including the 1556 Huax- ian earthquake (M 8.3), the deadliest one in human history with a death toll of 830,000, and the 1976 Tangshan earthquake (M 7.8) which killed 250,000 people. The cause of active crustal deformation and earthquakes in North China remains uncertain. The NCB is part of the Archean Sino-Korean craton; ther- mal rejuvenation of the craton during the Mesozoic and early Cenozoic caused widespread extension and volcanism in the eastern part of the NCB. Today, this region is characterized by a thin lithosphere, low seismic velocity in the upper mantle, and a low and flat topography. The western part of the NCB consists of the Ordos Plateau, a relic of the craton with a thick lithosphere and little inter- nal deformation and seismicity, and the surrounding rift zones of concentrated earthquakes. The spatial pattern of the present-day crustal strain rates based on GPS data is comparable to that of the total seismic moment release over the past 2,000 years, but the comparison breaks down when using shorter time windows for seismic moment release. The Chinese catalog shows long-distance roaming of large earthquakes between widespread fault systems, such that no M ࣙ 7.0 events ruptured twice on the same fault segment during the past 2,000 years. -
Beidaihe^ China: East Asian Hotspot Paul I
Beidaihe^ China: East Asian hotspot Paul I. Holt, Graham P. Catley and David Tipling China has come a long way since 1958 when 'Sparrows [probably meaning any passerine], rats, bugs and flies' were proscribed as pests and a war declared on them. The extermination of a reputed 800,000 birds over three days in Beijing alone was apparently then followed by a plague of insects (Boswall 1986). After years of isolation and intellectual stagnation during the Cultural Revolution, China opened its doors to organised foreign tour groups in the late 1970s and to individual travellers from 1979 onwards. Whilst these initial 'pion eering' travellers included only a handful of birdwatchers, news of the country's ornithological riches soon spread and others were quick to follow. With a national avifauna in excess of 1,200 species, the People's Republic offers vast scope for study. Many of the species are endemic or nearly so, a majority are poorly known and a few possess an almost mythical draw for European birders. Sadly, all too many of the endemic forms are either rare or endangered. Initially, most of the recent visits by birders were via Hong Kong, and concentrated on China's mountainous southern and western regions. Inevitably, however, attention has shifted towards the coastal migration sites. Migration at one such, Beidaihe in Hebei Province, in Northeast China, had been studied and documented by a Danish scientist during the Second World War (Hemmingsen 1951; Hemmingsen & Guildal 1968). It became the focus of renewed interest after a 1985 Cambridge University expedition (Williams et al. -
Hebei Elderly Care Development Project
Social Monitoring Report 2nd Semestral Report Project Number: 49028-002 September 2020 PRC: Hebei Elderly Care Development Project Prepared by Shanghai Yiji Construction Consultants Co., Ltd. for the Hebei Municipal Government and the Asian Development Bank This social monitoring report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB’s Board of Director, Management or staff, and may be preliminary in nature. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area. ADB-financed Hebei Elderly Care Development Project She County Elderly Care and Rehabilitation Center Subproject (Loan 3536-PRC) Resettlement, Monitoring and Evaluation Report (No. 2) Shanghai Yiji Construction Consultants Co., Ltd. September 2020 Report Director: Wu Zongfa Report Co-compiler: Wu Zongfa, Zhang Yingli, Zhong Linkun E-mail: [email protected] Content 1 EXECUTIVE SUMMARY ............................................................................................................. 2 1.1 PROJECT DESCRIPTION ............................................................................................................ 2 1.2 RESETTLEMENT POLICY AND FRAMEWORK ............................................................................. 3 1.3 OUTLINES FOR CURRENT RESETTLEMENT MONITORING -
The 2008 Wenchuan Earthquake: Risk Management Lessons and Implications Ic Acknowledgements
The 2008 Wenchuan Earthquake: Risk Management Lessons and Implications Ic ACKNOWLEDGEMENTS Authors Emily Paterson Domenico del Re Zifa Wang Editor Shelly Ericksen Graphic Designer Yaping Xie Contributors Joseph Sun, Pacific Gas and Electric Company Navin Peiris Robert Muir-Wood Image Sources Earthquake Engineering Field Investigation Team (EEFIT) Institute of Engineering Mechanics (IEM) Massachusetts Institute of Technology (MIT) National Aeronautics and Space Administration (NASA) National Space Organization (NSO) References Burchfiel, B.C., Chen, Z., Liu, Y. Royden, L.H., “Tectonics of the Longmen Shan and Adjacent Regoins, Central China,” International Geological Review, 37(8), edited by W.G. Ernst, B.J. Skinner, L.A. Taylor (1995). BusinessWeek,”China Quake Batters Energy Industry,” http://www.businessweek.com/globalbiz/content/may2008/ gb20080519_901796.htm, accessed September 2008. Densmore A.L., Ellis, M.A., Li, Y., Zhou, R., Hancock, G.S., and Richardson, N., “Active Tectonics of the Beichuan and Pengguan Faults at the Eastern Margin of the Tibetan Plateau,” Tectonics, 26, TC4005, doi:10.1029/2006TC001987 (2007). Embassy of the People’s Republic of China in the United States of America, “Quake Lakes Under Control, Situation Grim,” http://www.china-embassy.org/eng/gyzg/t458627.htm, accessed September 2008. Energy Bulletin, “China’s Renewable Energy Plans: Shaken, Not Stirred,” http://www.energybulletin.net/node/45778, accessed September 2008. Global Terrorism Analysis, “Energy Implications of the 2008 Sichuan Earthquake,” http://www.jamestown.org/terrorism/news/ article.php?articleid=2374284, accessed September 2008. World Energy Outlook: http://www.worldenergyoutlook.org/, accessed September 2008. World Health Organization, “China, Sichuan Earthquake.” http://www.wpro.who.int/sites/eha/disasters/emergency_reports/ chn_earthquake_latest.htm, accessed September 2008. -
Lessons Learnt from the 512 Wenchuan Earthquake: Perception of Seismic Risks
Australian Earthquake Engineering Society Conference AEES 2008, Ballarat, Victoria. Special Session on 512 Wenchuan Earthquake Lessons Learnt from the 512 Wenchuan Earthquake: Perception of Seismic Risks Hing-Ho Tsang Research Fellow, Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong, China. Email: [email protected] Abstract On May 12, 2008, a devastating earthquake occurred in Sichuan Province of China depriving tens of thousands of lives and destroying homes of millions of people. In this article, the seismotectonic background and the seismicity of the regions are first introduced. The seismic hazard levels specified in the Chinese Code for Seismic Design of Buildings, GB 50011 – 2001, and issues concerning the perception of earthquake risks and the extensive damage to buildings in the affected regions are discussed. Keywords: Wenchuan Earthquake, Sichuan, China, seismic, hazard, risk, intensity 1. BRIEF BACKGROUND OF THE 512 WENCHUAN EARTHQUAKE At 06:28:01.42 UTC on May 12, 2008, a devastating earthquake occurred at the Wenchuan County in the Sichuan Province of China. On the moment magnitude scale, the earthquake was of Mw = 7.9 according to reports from the United States Geological Survey (USGS). On the surface wave magnitude scale, the earthquake was of Ms = 8.0 according to reports from the China Earthquake Administration (CEA). The epicentre of the earthquake was 80 km west-northwest of the provincial capital city of Chengdu (refer Figure 1(a)). The fault ruptured at a depth of about 19 km. There were over 200 aftershocks with magnitudes greater than 4.0 and 8 aftershocks with magnitude greater than 6.0 occurred in the area afterwards. -
Characteristics of Foreshocks and Short Term Deformation in the Source Area of Major Earthquakes
Characteristics of Foreshocks and Short Term Deformation in the Source Area of Major Earthquakes Peter Molnar Massachusetts Institute of Technology 77 Massachusetts Avenue Cambridge, Massachusetts 02139 USGS CONTRACT NO. 14-08-0001-17759 Supported by the EARTHQUAKE HAZARDS REDUCTION PROGRAM OPEN-FILE NO.81-287 U.S. Geological Survey OPEN FILE REPORT This report was prepared under contract to the U.S. Geological Survey and has not been reviewed for conformity with USGS editorial standards and stratigraphic nomenclature. Opinions and conclusions expressed herein do not necessarily represent those of the USGS. Any use of trade names is for descriptive purposes only and does not imply endorsement by the USGS. Appendix A A Study of the Haicheng Foreshock Sequence By Lucile Jones, Wang Biquan and Xu Shaoxie (English Translation of a Paper Published in Di Zhen Xue Bao (Journal of Seismology), 1980.) Abstract We have examined the locations and radiation patterns of the foreshocks to the 4 February 1978 Haicheng earthquake. Using four stations, the foreshocks were located relative to a master event. They occurred very close together, no more than 6 kilo meters apart. Nevertheless, there appear to have been too clusters of foreshock activity. The majority of events seem to have occurred in a cluster to the east of the master event along a NNE-SSW trend. Moreover, all eight foreshocks that we could locate and with a magnitude greater than 3.0 occurred in this group. The're also "appears to be a second cluster of foresfiocks located to the northwest of the first. Thus it seems possible that the majority of foreshocks did not occur on the rupture plane of the mainshock, which trends WNW, but on another plane nearly perpendicualr to the mainshock. -
309 Vol. 1 People's Republic of China
E- 309 VOL. 1 PEOPLE'SREPUBLIC OF CHINA Public Disclosure Authorized HEBEI PROVINCIAL GOVERNMENT HEBEI URBANENVIRONMENT PROJECT MANAGEMENTOFFICE HEBEI URBAN ENVIRONMENTAL PROJECT Public Disclosure Authorized ENVIRONMENTALASSESSMENT SUMMARY Public Disclosure Authorized January2000 Center for Environmental Assessment Chinese Research Academy of Environmental Sciences Beiyuan Anwai BEIJING 100012 PEOPLES' REPUBLIC OF CHINA Phone: 86-10-84915165 Email: [email protected] Public Disclosure Authorized Table of Contents I. Introduction..................................... 3 II. Project Description ..................................... 4 III. Baseline Data .................................... 4 IV. Environmental Impacts.................................... 8 V. Alternatives ................................... 16 VI. Environmental Management and Monitoring Plan ................................... 16 VII. Public Consultation .17 VIII. Conclusions.18 List of Tables Table I ConstructionScale and Investment................................................. 3 Table 2 Characteristicsof MunicipalWater Supply Components.............................................. 4 Table 3 Characteristicsof MunicipalWaste Water TreatmentComponents .............................. 4 Table 4 BaselineData ................................................. 7 Table 5 WaterResources Allocation and Other Water Users................................................. 8 Table 6 Reliabilityof Water Qualityand ProtectionMeasures ................................................ -
Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential
Shear-Wave Velocity–Based Probabilistic and Deterministic Assessment of Seismic Soil Liquefaction Potential R. Kayen, M.ASCE ; R. E. S. Moss, M.ASCE ; E. M. Thompson, A.M.ASCE ; R. B. Seed, M.ASCE ; K. O. Cetin, M.ASCE ; A. Der Kiureghian, M.ASCE ; Y. Tanaka ; and K. Tokimatsu, M.ASCE Abstract: Shear-wave velocity (Vs) offers a means to determine the seismic resistance of soil to liquefaction by a fundamental soil property. This paper presents the results of an 11-year international project to gather new Vs site data and develop probabilistic correlations for seismic soil liquefaction occurrence. Toward that objective, shear-wave velocity test sites were identified, and measurements made for 301 new liquefaction field case histories in China, Japan, Taiwan, Greece, and the United States over a decade. The majority of these new case histories reoccupy those previously investigated by penetration testing. These new data are combined with previously published case histories to build a global catalog of 422 case histories of Vs liquefaction performance. Bayesian regression and structural reliability methods facilitate a probabilistic treatment of the Vs catalog for performance-based engineering applications. Where possible, uncertainties of the variables comprising both the seismic demand and the soil capacity were estimated and included in the analysis, resulting in greatly reduced overall model uncertainty relative to previous studies. The presented data set and probabilistic analysis also help resolve the ancillary issues of adjustment for soil fines content and magnitude scaling factors. Introduction correlating more directly with relative density, which has a strong effect on the cyclic behavior of saturated soil (Idriss and fi Of the several eld techniques routinely used to assess triggering of Boulanger 2008). -
Complete List of Contents
Complete List of Contents Volume 1 Publisher’s Note ............................................................................................... vii Introduction .................................................................................................... xi Contributors .................................................................................................. xiii Complete List of Contents .......................................................................... xvii ■ Overviews Avalanches ......................................................................................................... 1 Blizzards, Freezes, Ice Storms, and Hail ........................................................ 12 Droughts .......................................................................................................... 26 Dust Storms and Sandstorms ......................................................................... 34 Earthquakes ..................................................................................................... 40 El Niño ............................................................................................................. 57 Epidemics ........................................................................................................ 63 Explosions ....................................................................................................... 79 Famines ............................................................................................................ 87 Fires .................................................................................................................