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This Article Appeared in a Journal Published by Elsevier. the Attached
This article appeared in a journal published by Elsevier. The attached copy is furnished to the author for internal non-commercial research and education use, including for instruction at the authors institution and sharing with colleagues. Other uses, including reproduction and distribution, or selling or licensing copies, or posting to personal, institutional or third party websites are prohibited. In most cases authors are permitted to post their version of the article (e.g. in Word or Tex form) to their personal website or institutional repository. Authors requiring further information regarding Elsevier’s archiving and manuscript policies are encouraged to visit: http://www.elsevier.com/copyright Author's personal copy e n v i r o n m e n t a l s c i e n c e & p o l i c y 1 4 ( 2 0 1 1 ) 1 1 3 2 – 1 1 3 8 available at www.sciencedirect.com journal homepage: www.elsevier.com/locate/envsci The environmental changes and mitigation actions in the Three Gorges Reservoir region, China a, b,1 Quanfa Zhang *, Zhiping Lou a Key Laboratory of Aquatic Botany and Watershed Ecology, Wuhan Botanical Garden, Chinese Academy of Sciences, Wuhan 430074, PR China b Bureau of Life Sciences and Biotechnology, Chinese Academy of Sciences, Beijing 100864, PR China a r t i c l e i n f o a b s t r a c t The Three Gorges Dam (TGD) is by far the world’s largest hydroelectric scheme. Due to its Published on line 17 August 2011 unprecedented magnitude, the TGD has been controversial ever since it was proposed in the early 20th century and building commenced in 1993. -
Three Gorges Dam in Hubei, China: a Cost and Benefit Analysis
Economic Analysis of Public Policy Professor Yoshitsugu Kanemoto Graduate School of Public Policy, University of Tokyo Final Report Three Gorges Dam in Hubei, China: A Cost and Benefit Analysis Felipe Francisco De Souza Graduate School of Engineering, University of Tokyo Baozhi Gu, Kenji Kurotobi Graduate School of Public Policy, University of Tokyo Yuri Kim Graduate School of Frontier Sciences, University of Tokyo August 2013 Executive Summary Situated on a canyon known as the Three Gorges in Hubei, China, Yangtze River’s Three Gorges Dam is the world’s largest power station in terms of installed capacity (22,500 MW). The project was initiated by the Chinese government in 1994, with the support of different international cooperation agencies, for three main reasons. First of all, it would generate hydroelectricity to meet China’s rapidly increasing demand. Second, the Three Gorges Dam would protect millions of people living along the river from potential floods. And finally, it would transform a 600- kilometre stretch of the fast-flowing river into a smooth navigable waterway for vessels and provide business opportunities to western landlocked provinces. The Chinese government regards this project as a historic engineering, social and economic success, with the design of sophisticated large turbines, and a move toward limiting greenhouse gas emissions. However, the dam has been a controversial topic, the reason why a cost and benefit analysis was developed to understand all possible variables related to this gigantic project and its complicated development process. For the evaluation of major benefit components, special care was taken to understand flood control (and dam’s capacity to control 100 years events); electricity generation (and the reduction of CO2 emissions); and the enhanced shipping capacity (allowing the transit of large quantities of cargos). -
Geographical Overview of the Three Gorges Dam and Reservoir, China—Geologic Hazards and Environmental Impacts
Geographical Overview of the Three Gorges Dam and Reservoir, China—Geologic Hazards and Environmental Impacts Open-File Report 2008–1241 U.S. Department of the Interior U.S. Geological Survey Geographical Overview of the Three Gorges Dam and Reservoir, China— Geologic Hazards and Environmental Impacts By Lynn M. Highland Open-File Report 2008–1241 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DIRK KEMPTHORNE, Secretary U.S. Geological Survey Mark D. Myers, Director U.S. Geological Survey, Reston, Virginia: 2008 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Highland, L.M., 2008, Geographical overview of the Three Gorges dam and reservoir, China—Geologic hazards and environmental impacts: U.S. Geological Survey Open-File Report 2008–1241, 79 p. http://pubs.usgs.gov/of/2008/1241/ iii Contents Slide 1...............................................................................................................................................................1 -
Safety Navigation Control of Huangshi Bridge
Advances in Engineering Research, volume 166 3rd International Conference on Automation, Mechanical Control and Computational Engineering (AMCCE 2018) Safety Navigation Control of Huangshi Bridge Tongtong Lu1,a,*, Zeyuan Shao1,b, Huachao Peng1 and Wanzheng Ai2,c, Honggang Zhang2 1Marine College, Zhejiang Ocean University, Zhoushan, Zhejiang, P. R. China 2Marine College, Zhejiang Ocean University, Zhoushan, Zhejiang, P. R. China a [email protected], b [email protected], c [email protected] *corresponding author Keywords: Bridge area; Ships; Security; Navigation; Control. Abstract: Based on the analysis of the hydrological conditions, navigable conditions and navigable accidents of Huangshi Bridge, this paper puts forward the safety navigable control measures of Huangshi Bridge . 1. Introduction Huangshi Yangtze River Bridge is a super large bridge on National Highway 318, located in Huangshi City, Hubei Province, in the middle reaches of the Yangtze River. The length of the bridge is 2580.08 meters, the length of the main bridge is 1060 meters and the width of the bridge is 20m.Yellowstone bank approach bridge 840.7 meters long, consisting of continuous box girder bridge and bridge deck continuous T-beam bridge; Xishui shore approach bridge is 679.21 meters long and consists of a continuous T-beam bridge on the deck. The main pier adopts 28m diameter double-wall steel cofferdam and 16 Φ 3-meter bored cast-in-place pile foundation, which has high anti-ship impact capability. Navigable clearance 200x24 meters, can accommodate 5000 tons of single ships or 32000 tons of large fleet up and down navigation. However, since the construction of the bridge, there have been many accidents, and have been cited as teaching materials with improper distribution of bridge holes.[1]. -
From Micro to Macro Scale – the Impact on the Sediment Discharge After Construction of the Three Gorges Dam on Yangtze River (Changjiang)
From micro to macro scale – the impact on the sediment discharge after construction of the Three Gorges Dam on Yangtze River (Changjiang) Aleksandra Dewiszek 9th International SedNet conference Solving societal challenges; working with sediments 23–26 September 2015, Krakow, Poland Plan of presentation 1. Study area 2. Yangtze (Changjiang) River 3. The Three Gorges Dam 4. Main goals of the Three Gorges Dam (TGD) project 5. Impacts of the Three Gorges Dam 6. Conclusions Study area Yang et al., 2006 Yangtze (Changjiang) River Yangtze (Changjiang) River • World's 3rd largest river in terms of length – 6300 km • Catchment covers an area of 1 810 000 km 2 • Largest river in terms of catchment population – over 450 million people • 5th globally in terms of water discharge – 900 km3/yr • 4th largest in terms of sediment load – 470 Mt/yr • Nearly 50 000 dams have been constructed within the Yangtze River basin The Three Gorges Dam The Three Gorges Dam Reservoir:PowerDamLocation size: generation: : •Sandouping TotalNominalHeight:The capacity: 181 largestcapacity, Hubei m 39,3 :Province 22 km 5003 MW of China 2 •• SurfaceAnnualLenght:Construction:hydroelectric generationarea:2 335 1 m1994 084 : -98km2008,8 TWh (2014) •• Max.Width:Constructionpower length: 40 m plant (crest) 600cost km: ¥180 – 115 billion m (base) (US$28 billion) • Normalin the elevation: world! 175 m Main goals of the Three Gorges Dam project Flood Control Power Generation Navigation Tourism Hierarchy and interactions of Three Gorges impacts Tullos, 2009 Impacts of the TGD 1. Hydrology 2. Geology 3. Water quality 4. Sediment 5. Human and the environment People resettlement Reducing emission of the millions tonnes of greenhouse gases and tonnes of dust due to reduction of coal consumption Mining sand and gravel from the reservoirs and the lakes 6. -
A Yangtze Three Gorges Adventure ,,,,, .', ,'
CL-15 N OT FOR PUBI' WITHOUT WRITER'S CONSENTIcATION] INSTITUTE OF CURRENT WORLD AFFAIRS LIFE & HU,,MAN RESPONS!,B!L!,TY: A YANGTZE THREE GORGES ADVENTURE ,,,,, .', ,',,, Part III "Damn Dam!" Shanghai, China Summer 1994 Mr. Peter Bird Martin Executive Director Institute of Current World Affairs 4 West Wheelock Street Hanover, NH 03755 U.S.A. Dear Peter, "How could it be possible that the Chinese government has still decided to build the dam at all with the great impact on the environment, cultural relics and migration?" Tony asked me when we stood on. the deck enjoying the beautiful scenery of the Xiling Gorge in the early morning of our last day ofthe cruise. "Is it a silly question?" Tony wanted to have my opinion. "No, not at all," I told Tony. "This is also the question that has puzzled me for several years." When I was a graduate student at Princeton, I intended to write a term paper on the feasibility of the Three Gorges Dam. But later I found it was extremely difficult to get information concerning the dam project because any data related to Cheng Li is a an ICWA fellow studying the political economy of the coast of China. Since 1925 the Institute of Current World Affairs (the Crane-Rogers Foundation) has provided long-term fellowships to enable outstanding young adults to live outside the United Sates and write about international areas and issues. Endowed by the late Charles R. Crane, the Institute is also supported by conu'ibutions from like-minded individuals and foundations. CL-15 2 A scene of the Xiling Gorge. -
February 1995 Vol.7 No.2 the THREE GORGES DAM in CHINA: Forced Resettlement, Suppression of Dissent and Labor Rights Concern
February 1995 Vol.7 No.2 THE THREE GORGES DAM IN CHINA: Forced Resettlement, Suppression of Dissent and Labor Rights Concerns I . Summary. .3 II. Muzzling the Critics . .5 III. Case of the "Democratic Youth Party". .9 IV. Population Relocation Program. 11 V. Labor Rights. 17 VI. Conclusions. 19 VII. Recommendations . 21 Appendix I . 24 Appendix II. 30 Appendix III . 37 Appendix IV. 45 I . Summary In April 1992, China's National People's Congress (npc) formally approved the "Resolution on the Construction of the Yangtze River Three Gorges Project," marking the conclusion of decades of controversy within the Chinese leadership in favor of supporters of the world's biggest-ever river dam project. Despite strenuous government attempts to muzzle the debate, almost one-third of the normally compliant npc delegates, in an unprecedented display of legislative dissent, either abstained or cast opposition votes. The following year, a pilot project for the resettlement of an estimated 1.1 to 1.6 million inhabitants of the proposed 600-kilometer-long reservoir area drew to a close and, in early 1994, the full resettlement program began in earnest. By mid-year, excavation and preparation of the dam's foundations were underway at Sandouping, the chosen dam site just downstream of the world-famous Three Gorges scenic area; in December, Premier Li Peng formally declared the project open. The Chinese government has offered overseas manufacturers US$3 billion worth of machinery and equipment contracts and will reportedly seek an additional US$5 billion or so in overseas funding for the project. International tendering has already begun for a preliminary range of dam-related construction contracts. -
Downloaded in This Study the Was Level Conducted 1C Top of Onatmosphere the Google (L1C Earth Enginetoa) Data (GEE) from Platform 2017 to and 2018 Locally
remote sensing Article Retrieval and Spatio-Temporal Variations Analysis of Yangtze River Water Clarity from 2017 to 2020 Based on Sentinel-2 Images Yelong Zhao 1,2, Shenglei Wang 2, Fangfang Zhang 2,* , Qian Shen 2 and Junsheng Li 2,3,4 1 School of Geomatics, Liaoning Technical University, Fuxin 123000, China; [email protected] 2 Key Laboratory of Digital Earth Science, Aerospace Information Research Institute, Chinese Academy of Sciences, Beijing 100049, China; [email protected] (S.W.); [email protected] (Q.S.); [email protected] (J.L.) 3 Key Laboratory of Earth Observation Hainan Province, Sanya 572029, China 4 School of Electronic, Electrical and Communication Engineering, University of Chinese Academy of Sciences, Beijing 100049, China * Correspondence: [email protected]; Tel.: +86-137-1765-5892 Abstract: The Yangtze River is the third longest river in the world. Monitoring and protecting its water quality are important for economic and social development. Water clarity (Secchi disk depth, SDD) is an important reference index for evaluating water quality. In this study, Sentinel-2 multispectral instrument (MSI) remote sensing images were utilized together with the Forel-Ule index (FUI) and hue angle α to construct an SDD retrieval model, which was applied to the Yangtze River from 2017 to 2020, which was used to describe color in the International Commission on Illumination (CIE) color space to construct an SDD retrieval model that was applied to the Yangtze River for the period 2017–2020. Further, the spatial distribution, seasonal variation, inter-annual variation, and Citation: Zhao, Y.; Wang, S.; Zhang, driving factors of the observed SDD variations were analyzed. -
湖北北 Hhuubbeeii Pprroovviinnccee
HHuubbeeii PPrroovviinnccee 湖湖北北 HHuubbeeii PPrroovviinnccee Facts at a Glance Economic Indicators • Population: 57.2 million • GDP: RMB 1283.15 billion • Capital: Wuhan • GDP Ranking: 12th 湖湖北北 • Area: 185,900 sq. km • GDP growth rate: 13.2% • Governor: Li Hongzhong • GDP per capita: RMB 22,677 Hubei province in central China is located at the junction of • Major cities: • Disposable income (urban the Yangtze River Economic Belt from east to west and the - Wuhan (Capital) residents): RMB 14,367 Beijing-Guangzhou Railway Economic Belt from north to south. The province is bordered by Shaanxi to the northwest, - Yichang • Total FDI used: $3.66 billion Henan to the north, Anhui to the east, Jiangxi to the - Xiangfan southeast, Hunan to the south, and Chongqing Municipality to the west. Hubei's economy ranks 1st among the six - Jingzhou provinces in central China and 11th in the country. - Huanggang Major industries Hubei possesses strong regional advantages: it connects the east with the west and the north with the south, has strong • Automobiles scientific and education institutions, is rich in natural resources, offers good transport and communication • Iron & Steel infrastructures and has strong industrial bases. The province • Electronics is a key base for agricultural products, energy, raw materials • Food & beverage and equipment manufacturing in China. Often called the "land of fish and rice", Hubei is one of the key production • Textiles bases for commodity grain, cotton and oil and the largest • Shipbuilding production base for fresh water products. With the opening up of the Yangtze Economic Belt and the construction of the • Chemical raw materials Three Gorges Dam, Hubei has experienced rapid economic development. -
Population Displacement in the Three Gorges Reservoir Area of the Yangtze River, Central China: Relocation Policies and Migrant Views
INTERNATIONAL JOURNAL OF POPULATION GEOGRAPHY Int. J. Popul. Geogr. 6, 439±462 (2000) Population Displacement in the Three Gorges Reservoir Area of the Yangtze River, Central China: Relocation Policies and Migrant Views Li Heming and Philip Rees* 1School of Geography, University of Leeds, Leeds LS2 9JT, UK ABSTRACT involvement of those affected in policy- making and relocation affairs. Despite Employing empirical data derived from a expressing their support for the project, the questionnaire survey and in-depth majority of rural migrants have mixed interviews (1997±1998) in the Three Gorges feelings about their relocation. The results of reservoir area, and using secondary sources our survey and interviews have revealed the in both Chinese and English, the paper fact that a number of relocatees are facing the describes the number, categories and spatial risk of impoverishment because of a shortage distribution of migrant ¯ows, evaluates the of ®nancial and economic resources, the major methods of settling relocatees, and environmental constraints on relocation explores the state of relocatees' feelings capacity, and mismanagement of the about their relocation. We found that the operation. Under such circumstances, it is number of people to be relocated is still very dif®cult for those affected to view their uncertain and environmental, social and displacement as a good opportunity to behavioural factors in¯uence the number. improve their standard of living. Copyright The relocation programmes are involved in # 2000 John Wiley & Sons, Ltd. settling people in nearby areas, in moving them far away, or in settling rural migrants in Received 11 July 2000; revised 19 September 2000; accepted 25 urban industrial enterprises. -
Deformation Monitoring and Exploration on Shuping Landslide Induced by Impoundment of the Three Gorges Reservoir, China
੩ㇺᄢቇ㒐ἴ⎇ⓥᚲᐕႎ ╙ภ$ ᐔᚑᐕ Annuals of Disas. Prev. Res. Inst., Kyoto Univ., No. 48 B, 2005 Deformation Monitoring and Exploration on Shuping Landslide Induced by Impoundment of the Three Gorges Reservoir, China Fawu WANG, Gonghui WANG, Kyoji SASSA, Kiminori ARAIBA*, Atsuo TAKEUCHI**, Yeming ZHANG***, Zhitao HUO***, Xuanming PENG***, Weiqun Jin*** * National Research Institute of Fire and Disaster, Japan ** Natural Groundwater Research Institute, Japan *** Yichang Institute of Geology and Mineral Resources, China Geological Survey, China Synopsis The Three Gorges Dam construction on the Yangtze River in China is the largest hydro-electricity project in the world. After the first impoundment in June 2003, many landslides occurred or reactivated. Shuping landslide is one of the most active landslides among them. In this paper, the deformation of the Shuping landslide monitored by GPS, extensometers, and crack measurements are summarized. Also, for the investigation of the groundwater situation, 1m-depth ground temperature measurement was conducted, and the groundwater veins were estimated. Based on the monitoring data and exploration results, a deformation model of the landslide caused by impoundment of reservoir was proposed. Keywords: landslide, displacement monitoring, reservoir impoundment, groundwater 1. Introduction River in China is the largest hydro-electricity project in the world. The dam site is located at Sandouping village The Three Gorges Dam construction on the Yangtze near Maoping town, the capital of Zigui County, Hubei Fig. 1 Location map of the Shuping landslide and Qianjiangping landslide in Three-Gorge water reservoir area, Hubei Province, China Province. The designed final dam height is 185 m, the 1) at the bank of Qinggan-he River, a tributary of the final length 2309.5 m, and the designed final highest Yangtze River (Zhang et al. -
Ejge Paper Styles
Failure Mode and Stability of a Landslide under Water Level Fluctuation Miaojun Sun Power China Huadong Engineering Corporation Limited, Hangzhou, PR China e-mail: [email protected] Zhigang Shan Power China Huadong Engineering Corporation Limited, Hangzhou, PR China e-mail: [email protected] Mingyuan Wang Power China Huadong Engineering Corporation Limited, Hangzhou, PR China e-mail:[email protected] Weida Ni Power China Huadong Engineering Corporation Limited, Hangzhou, PR China e-mail:[email protected] ABSTRACT The failure mode and mechanism of a landslide are vital to landslide reinforcement design. The Tanjiawan landslide was used as an example to investigate into the failure mode and mechanism of the landslides in the Three Gorges Dam Reservoir, China. The structure of the landslide was analyzed through a lot of field investigations. Moreover, the failure mode of the landslide was studied with the data obtained by an integrated monitoring system, including GPS monitoring, extensometer and inclinometer monitoring. Finally, the stability of the landslide was evaluated with the rigid-body limit equilibrium method. It can be concluded that the landslide is a pushing landslide containing two main sub-landslides. The deformation of the Tanjiawan landslide develops from back to front relative to the Yangtze River. And the failure of this landslide is caused by the coupled actions of the rainfall and water fluctuation. The inclusions reported in this paper provide some useful suggest for the stability analysis and control structure design of landslides with a similar slope structure in the Three Gorges Reservoir region. KEYWORDS: reservoir landslide; slope structure; failure mode; stability; monitoring system; INTRODUCTION Three Gorges Dam on the Yangtze River is the largest hydro-electricity project in the world[1-4].