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Critical discharge at Datong for controlling operation of South-to-North Water Transfer Project in dry seasons 被引量:3
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作者 Wang Yigang Huang Huiming Li Xi 《Water Science and Engineering》 EI CAS 2008年第2期47-58,共12页
Previous research shows that there is a strong correlation between saltwater intrusion in the Yangtze Estuary and discharge at Datong. In the near future, the discharge of the Yangtze River during dry seasons will dec... Previous research shows that there is a strong correlation between saltwater intrusion in the Yangtze Estuary and discharge at Datong. In the near future, the discharge of the Yangtze River during dry seasons will decrease due to the construction and operation of large water diversion projects, including the South-to-North Water Transfer Project, which will further exacerbate saltwater intrusion in the estuary. In this paper, a nested 1D river network model and a 2D saltwater numerical model are used to associate saltwater intrusion in the Yangtze Estuary with different values of discharge at Datong. It is concluded that 13 000 m3/s is the critical discharge at Datong for preventing saltwater intrusion and controlling the volume of water transferred by the South-to-North Water Transfer Project. Furthermore, based on the analysis of river discharge from Datong to Xuliujing and in consideration of the influence of all of the water diversion projects, operation schemes are proposed for the Eastern Route of the South-to-North Water Transfer Project for different hydrological years. 展开更多
关键词 saltwater intrusion critical discharge at Datong water diversion the south-to-north water transfer project
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Geological conditions and key rock mechanics issues in the Western Route of South-to-North Water Transfer Project 被引量:2
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作者 XuechaoWang 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2011年第3期234-243,共10页
In terms of special geological conditions of the Western Route of South-to-North Water Transfer Project, the classification method for surrounding rocks is discussed by combining with the construction method of tunnel... In terms of special geological conditions of the Western Route of South-to-North Water Transfer Project, the classification method for surrounding rocks is discussed by combining with the construction method of tunnel boring machine (TBM). The classification standard of surrounding rocks is put forward on the basis of physical simulations and engineering practices. Damage, deformation and evolution of surrounding rocks induced by TBM excavation are discussed. Meanwhile, the long-term deformation mechanisms and stability of surrounding rocks are also studied. On this basis, a three-dimensional constitutive model for interbedded sandstone slate and a fiat shell-joint element-foundation system for calculating internal forces of segment lining are established. The deformation features of surrounding rocks of deep and steep interbedded sandstone slate and their influences on internal forces of segment lining are presented. Finally, the design methods of segment lining constructed in deep and steep flysch are proposed. 展开更多
关键词 the Western Route of south-to-north water transfer project rock mechanics issues classification of surrounding rocks stability of surrounding rocks excavation-induced damage lining design
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Penalty model for delay of bidding section construction period in South-to-North Water Diversion Eastern Route Project from perspective of programs 被引量:2
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作者 Jing-chun FENG Ya-fang REN +2 位作者 Zhong-nan DUAN Zhan-jun LIU Hai-yang LI 《Water Science and Engineering》 EI CAS 2012年第3期350-360,共11页
According to the multi-project and program management theory, this paper analyzes the program generation principle and establishes a program based on progress goals. On the basis of the present situation of calculatio... According to the multi-project and program management theory, this paper analyzes the program generation principle and establishes a program based on progress goals. On the basis of the present situation of calculation of penalty for delay of the bidding section construction period with the critical path method, we studied the effects of contractor-induced delay of the bidding section construction period in detail, including the effects on the construction period of the bidding section itself, the earliest start times of the next bidding section and other subsequent bidding sections, and the construction period of the program, and then constructed a penalty model for delay of the bidding section construction period from the perspective of programs. Using the penalty model, we conducted a practical analysis of penalty for delay of the construction period of the Baoying station program in the South-to-North Water Diversion Project. The model can help determine the amount of penalty for delay of the construction period in bidding sections scientifically and reasonably, 展开更多
关键词 program establishment program management bidding section construction period critical path method (CPM) penaly model south-to-north water Diversion project
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Forecasting Loss of Ecosystem Service Value Using a BP Network: A Case Study of the Impact of the South-to-north Water Transfer Project on the Ecological Environmental in Xiangfan, Hubei Province, China 被引量:1
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作者 YUN-FENG CHEN, JING-XUAN ZHOU, JIE XIAO, AND YAN-PING LIEnvironmental Science and Engineering College, Huazhong University of Science and Technology, Wuhan 430074, Hubei, China 《Biomedical and Environmental Sciences》 SCIE CAS CSCD 2003年第4期379-391,共13页
Objective To recognize and assess the impact of the South-to-north Water Transfer Project (SNWTP) on the ecological environment of Xiangfan, Hubei Province, situated in the water-out area, and develop sound scientific... Objective To recognize and assess the impact of the South-to-north Water Transfer Project (SNWTP) on the ecological environment of Xiangfan, Hubei Province, situated in the water-out area, and develop sound scientific countermeasures. Methods A three-layer BP network was built to simulate topology and process of the eco-economy system of Xiangfan. Historical data of ecological environmental factors and socio-economic factors as inputs, and corresponding historical data of ecosystem service value (ESV) and GDP as target outputs, were presented to train and test the network. When predicted input data after 2001 were presented to trained network as generalization sets, ESVs and GDPs of 2002, 2003, 2004... till 2050 were simulated as output in succession. Results Up to 2050, the area would have suffered an accumulative total ESV loss of RMB 104.9 billion, which accounted for 37.36% of the present ESV. The coinstantaneous GDP would change asynchronously with ESV, it would go through an up-to-down process and finally lose RMB89.3 billion, which accounted for 18.71% of 2001. Conclusions The simulation indicates that ESV loss means damage to the capability of socio-economic sustainable development, and suggests that artificial neural networks (ANNs) provide a feasible and effective method and have an important potential in ESV modeling. 展开更多
关键词 Artificial neural network BP Ecosystem service value south-to-north water transfer project
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Price Analysis of Water Supply for South-to-North Water Transfer Project
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作者 QIU Zhong enProfessor, Design Institute, Changjiang Water Resources Commission, Wuhan 430010, China Tan Chang liSenior Engineer, Design Institute, Changjiang Water Resources Commission, Wuhan 430010, China ZHU Qin Engineer, Design Institute, Chan 《人民长江》 北大核心 2001年第S1期29-32,共4页
The factors influencing the water supply price of a hydraulic project include natural conditions and economic policies. This paper thoroughly demonstrates the water price of South-to-North Water Transfer Project from ... The factors influencing the water supply price of a hydraulic project include natural conditions and economic policies. This paper thoroughly demonstrates the water price of South-to-North Water Transfer Project from the viewpoint of economic policies. It is considered that if the project is assigned as a profitable one and built depending on commercial loan from bank completely or mostly, the water price will be too high to be undertaken by users,and if the project places the public good at first while considering the economic benefit, its investment mainly relies on the state (national or local governments) appropriation and self-raised funds and a little from the bank loan on favorable terms, the price determined according to the principle of satisfying the cost and reasonable profit will be relatively lower and can be undertaken by the users in the North China where water shortage is serious. The problem of higher water price of agricultural irrigation to the north of the Yellow River can be tackled by taking measures such as "compensating agriculture by industry" according to foreign practical experiences and relevant suggestions. 展开更多
关键词 PRICE of water supply water PRICE estimation FUND RAISING schemes water transfer cost Middle-Route project of south-to-north water transfer
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Water Security Situation in Haihe River Basin after South-to-North Water Transfer Project
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作者 JIA Shaofeng YAN Tingting LÜ Aifeng 《Bulletin of the Chinese Academy of Sciences》 2012年第1期92-98,共7页
The over-exploitation of water resources in the Haihe River Basin (HRB) has now become a serious problem. This is clearly evidenced by the fact that many local rivers and lakes are drying up and the total amount of ... The over-exploitation of water resources in the Haihe River Basin (HRB) has now become a serious problem. This is clearly evidenced by the fact that many local rivers and lakes are drying up and the total amount of over-exploited groundwater has reached over 1000×10^8m^3. It is important to note that the exploitation of water resources in HRB was reasonable before 1979. After 1980, however, over-exploitation happened with an annual average amount of 40×10^8m^3. Both the dry season and rapid economic growth in HRB took place at the same time. Therefore, the over-exploitation of water in HRB was actually the negative result of the conjunction of a continuous dry season and rapid economic growth. So the over-exploitation would not be as serious as it is today if either of the above two stopped. After the first stage of south-to-north water transfer project, the water shortage problem in HRB could be eased for the following reasons: firstly, water transfer project will bring to the Basin 60x108m3 water resources; secondly, a wet season will come back eventually according to natural law of climate variability; finally, its agricultural and industrial use and total water consumption all have decreased from the peak value, so that the groundwater table will raise certainly and ecological water in rivers and lakes that were dried-up will be partly restored. In the future, the main problem of water resources security in HRB will include water pollution, operation risk of the south-to-north water transfer project, groundwater pollution and engineering geological hazards that may be brought by groundwater rise. The proposed countermeasures are as follows: keeping strengthening water demand management, raising water price as well as subsidies for the low- income family and improving other water related policies, preventing and dealing with water pollution seriously and getting fully prepared for the operation of south-to-north water transfer project. 展开更多
关键词 Haihe River Basin south-to-north water transfer project water resource security
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The Evaluation of the Integrated Risk for the South-to-North Water Transfer Project Using the Bayesian Network Theory 被引量:3
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作者 佘敦先 杨晓华 夏军 《Journal of Resources and Ecology》 CSCD 2010年第3期267+259-266,共9页
南水北调工程是目前我国最大的调水工程。随着工程的建设和运行,由不确定性问题引起的风险问题越来越受到关注,工程运行的风险分析也摆在管理者的面前,如何识别、评估、降低和控制风险的发生成为南水北调工程运行中的一个重要问题。本... 南水北调工程是目前我国最大的调水工程。随着工程的建设和运行,由不确定性问题引起的风险问题越来越受到关注,工程运行的风险分析也摆在管理者的面前,如何识别、评估、降低和控制风险的发生成为南水北调工程运行中的一个重要问题。本文首次将贝叶斯网络理论引入到南水北调综合风险分析中,选取东线工程宝应抽水泵站为研究对象,利用贝叶斯网络推理功能得出宝应站运行综合风险发生的概率为0.025%,风险发生的等级为"较低"。利用情景分析的方法,得出在影响综合风险的因素中,泵站的管理维护状况条件改变时,综合风险变化最大,因此需要予以重点关注。 展开更多
关键词 the south-to-north water transfer project integrated risk Bayesian Network Theory scenario analysis
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南水北调前后北京平原区地下水和地面沉降演变特征 被引量:4
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作者 雷坤超 《地质学报》 EI CAS CSCD 北大核心 2024年第2期591-610,共20页
超量开采地下水引发的地面沉降已成为制约北京区域社会经济可持续发展的重要因素之一。2014年12月,南水北调中线工程正式通水,每年向北京输水超过10×10^(8)m^(3),改变了北京供水格局,也为地下水压采、涵养及控制地面沉降创造了条... 超量开采地下水引发的地面沉降已成为制约北京区域社会经济可持续发展的重要因素之一。2014年12月,南水北调中线工程正式通水,每年向北京输水超过10×10^(8)m^(3),改变了北京供水格局,也为地下水压采、涵养及控制地面沉降创造了条件。本文利用多种监测数据,分析南水进京前后,北京平原区地下水和地面沉降的变化;研究不同水位变化模式下不同岩性及深度土层的变形特征;计算土层不同变形阶段的弹性和非弹性储水率;并对黏性土层产生较大残余变形和滞后变形的原因进行了探讨。结果表明:①2015~2020年,平原区大部分地区第一至第四含水层组地下水位逐渐上升,地面沉降呈减缓的趋势。②第二和第三压缩层组是沉降主要贡献层,除平各庄和榆垡站外,其余各站第三压缩层组沉降占比逐渐增大,沉降主控层有向深部转移的规律。③平原区北部和东部,第二和第三压缩层组对应的地下水位由降转升。在水位下降阶段,土层呈塑性和蠕变变形;水位上升阶段,土层以塑性变形为主,部分时间出现弹性变形,具有黏弹塑性。平原区南部,地下水位始终持续下降,土层变形始终呈塑性和蠕变变形。含水砂层则主要呈弹性变形。④土层变形的不同阶段,弹性和非弹性储水率并不是恒定的,随着地下水位下降,储水率呈减小的趋势。⑤黏性土层存在较大残余变形和变形滞后的原因,一是非弹性储水率大于弹性储水率,二是黏性土层的弱渗透性。 展开更多
关键词 北京平原区 南水北调工程 地下水和地面沉降 土层变形 储水率
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引黄入冀补淀省界水质监测现状与问题对策分析
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作者 田艳龙 任晓敏 +1 位作者 方新盛 李慧 《海河水利》 2024年第4期24-27,共4页
探讨了引黄入冀补淀工程的水质监测现状,分析了省界断面水质监测数据,指出了存在的问题,并提出了相应的对策。通过优化水质监测站点布局及监测频次、加强沿线监督检查、提升生活污水处理能力、建立健全协调机制、强化法律法规和政策支... 探讨了引黄入冀补淀工程的水质监测现状,分析了省界断面水质监测数据,指出了存在的问题,并提出了相应的对策。通过优化水质监测站点布局及监测频次、加强沿线监督检查、提升生活污水处理能力、建立健全协调机制、强化法律法规和政策支持等措施,以期提高水质监测的准确性和及时性,为进一步实施水资源管理提供理论依据和实践指导。 展开更多
关键词 引黄入冀补淀工程 水质监测 省界断面 对策
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Simulation of Transport Channel in China's Middle Route South-to-North Water Transfer Project 被引量:3
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作者 方神光 魏加华 +1 位作者 吴保生 尚毅梓 《Tsinghua Science and Technology》 SCIE EI CAS 2009年第3期367-377,共11页
The unsteady flow in the Middle Route South-to-North Water Transfer Channel was simulated numerically using an implicit solution procedure for the Saint Venant equations. An equivalent roughness was used to simulate t... The unsteady flow in the Middle Route South-to-North Water Transfer Channel was simulated numerically using an implicit solution procedure for the Saint Venant equations. An equivalent roughness was used to simulate the effect of many transfer structures on the water levels in the main channel. Various gate operating and control methods were analyzed to study the response to disturbances produced by varying the flow rates through the Tianjin outlet. The results show that when the inflow at the head changes in the same way as the sum of the flow rates through all the outlets, the transition time and the fluctuation of the water levels using the timed gate operation method are less than when using the simultaneous gate operation method, but the variations of the gate openings and flow rates through each control gate are much larger. The flow disturbances produced by the Tianjin outlet can be rectified within several channel sections and the transition time can be greatly shortened by allowing the water levels immediately upstream of the control gates to vary within proscribed ranges, rather than being held constant. 展开更多
关键词 Middle Route south-to-north water transfer project unsteady flow open channel control system SIMULATION
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On conservation and development of architecture and environment in the construction of large-scale national infrastructure——Exemplified by the Jiangsu Section of the Eastern Route South-to-North Water Diversion Project 被引量:1
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作者 DUAN Jin ,LUO JianLi,WANG XingPing,TANG Jun&YU Gang School of Architecture,Southeast University,Nanjing 210096,China 《Science China(Technological Sciences)》 SCIE EI CAS 2009年第12期3613-3625,共13页
The water-diverting route project’s characteristics,natural landscapes,and histories and humanism of the Jiangsu Section of the Eastern Route South-to-North Water Diversion Project were systemically analyzed through ... The water-diverting route project’s characteristics,natural landscapes,and histories and humanism of the Jiangsu Section of the Eastern Route South-to-North Water Diversion Project were systemically analyzed through proposing and studying the canal culture routes,the water resources heritage corridors,the landscape and recreation corridors,and the town economic corridors.The station areas along the water-diverting route were scientifically zoned and graded through quantitative and qualitative synthetic methods.Both planning compendiums and construction controlling methods were proposed based on the project grades of points,lines,and areas.Conservation and development of architecture and environment in the large-scale national infrastructure construction were explored systemically.Theories and methods of developing harmonious water-supplying functions,ecological functions,landscape effects,and cultural effects of large-scale water resources were examined. 展开更多
关键词 Jiangsu section of Eastern Route south-to-north water DIVERSION project CANAL culture routes water resources heritage CORRIDORS landscape and RECREATION CORRIDORS town economic CORRIDORS synthetical ZONING and grading
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Ecological assessment of lakeshore wetland rehabilitation on eastern route of South-to-North Water Transfer Project 被引量:1
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作者 Jian ZHANG Fei MENG +4 位作者 Yifeng LU Yuming JING Huayong ZHANG Bo ZHANG Chenglu ZHANG 《Frontiers of Environmental Science & Engineering》 SCIE EI CSCD 2008年第3期306-310,共5页
To evaluate the ecological effects of lakeshore wetland rehabilitation on the eastern route of the Southto-NorthWater Transfer Project,species composition,coverage,height,and biomass of wetland communities at 22 sites... To evaluate the ecological effects of lakeshore wetland rehabilitation on the eastern route of the Southto-NorthWater Transfer Project,species composition,coverage,height,and biomass of wetland communities at 22 sites of the study area on the shore of Nansi Lake in April and May 2007 were investigated.The wetlands under investigation were divided into platform fields,transition zones,and shallow water zones according to differences in elevations,water levels,and human activities.The species richness index,Shannon-Wiener index,Simpson index,and Pielou Evenness index were adopted to delineate and discuss the ecological effects of lakeshore wetland rehabilitation in 22 quadrates.Results showed that the species richness of the wetland areas after 2 years’rehabilitation amounted to 47 of 24 families,higher than 25 of 20 families in areas without rehabilitation.The biodiversity index and abundance index of rehabilitated areas were also higher than those of platform fields and fish ponds where there was no rehabilitation.In addition,the Shannon-Wiener index,Simpson index,and community evenness index of platform fields in rehabilitated wetland areas were 1.619,0.745,and 0.860,respectively,higher than those of the platform fields before rehabilitating.The results suggested that the constructed lakeshore wetland played an important role in protecting the diversity of species. 展开更多
关键词 wetland rehabilitation Nansi Lake constructed wetland south-to-north water transfer project
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Coupling interaction between biodiversity and aquatic habitat area in Western Route Project vicinity 被引量:1
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作者 Shi-min TIAN Zhao-yin WANG +1 位作者 Xiang-jun LIU Shi-kui LIANG 《Water Science and Engineering》 EI CAS 2010年第3期354-360,共7页
The Western Route of the South-to-North Water Transfer Project will divert water from the upper Yangtze River and its tributaries, the Dadu River and Yalong River, to the upper Yellow River. The project may ease the w... The Western Route of the South-to-North Water Transfer Project will divert water from the upper Yangtze River and its tributaries, the Dadu River and Yalong River, to the upper Yellow River. The project may ease the water shortage in the Yellow River Basin. However, it may also have some effects on the ecosystem in the upper Yangtze River Basin. Benthic invertebrates play an important role in the river ecosystem, particularly in the circulation of materials and nutrition. Benthic invertebrates are widely used to quickly assess river ecosystems because of their rapid response to changes in the water environment. The diversity of benthic invertebrates is closely associated with the aquatic habitat area. This study examined this interaction by sampling the benthic invertebrates in an expanding area. The conclusions are that the diversity of benthic invertebrates begins to decrease when the aquatic habitat area is reduced to 45% of the original area, and decreases dramatically when the aquatic habitat area is reduced to 10% of the original area. The aquatic habitat area should be kept at more than 45% of the original area in order to maintain the significant diversity of benthic invertebrates. 展开更多
关键词 Western Route project south-to-north water transfer project river ecosystem benthic invertebrates BIODIVERSITY aquatic habitat area
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2-D NUMERICAL SIMULATION OF FLOODING EFFECTS CAUSED BY SOUTH-TO-NORTH WATER TRANSFER PROJECT 被引量:1
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作者 SUN Dong-po XUE Hai +2 位作者 WANG Peng-tao LU Rui-li LIAO Xiao- long 《Journal of Hydrodynamics》 SCIE EI CSCD 2008年第5期662-667,共6页
Since the General Channel designed for the South-to-North Water Transfer Project in China has to cross many rivers and streams flowing from west to east, there are potentially serious effects additional flooding on th... Since the General Channel designed for the South-to-North Water Transfer Project in China has to cross many rivers and streams flowing from west to east, there are potentially serious effects additional flooding on the western side of the project alignment. Therefore, a 2-D numerical model for forecasting basin flood disasters was established and verified using historical flood data. The model was applied to researching the interaction between the proposed Project and flooding events for 5 streams in the Anyang River reach as a representative case study. Simulated results indicate that the model could correctly forecast the flood, submerged area and depths, and water surface elevations along the left side of the channel. The discharge capacity and location of hydraulic structures in the transfer canal alignment were analyzed. Then adjustments to the dimensions and positioning of proposed hydraulic structures were recommended at intersections, especially the addition of a channel to transfer flood water from one stream to another, which can effectively limit the sluice and protect the Anyang City from flooding. 展开更多
关键词 south-to-north water transfer project 2-D numerical simulation interpenetrating flood field diffiuent canal
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长输水渠道前馈控制时间研究 被引量:5
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作者 崔巍 陈文学 +1 位作者 穆祥鹏 郭晓晨 《水利学报》 EI CSCD 北大核心 2009年第11期1345-1350,共6页
基于明渠非恒定渐变流理论,模拟分析了长输水渠道在不同边界条件下,闸门和分水口引发的沿程水位和流量的波动过程。模拟分析了不同闸门前馈控制时间对分水口处水位波动的影响,提出了有效降低水位波动的前馈控制时间及其计算方法。前馈... 基于明渠非恒定渐变流理论,模拟分析了长输水渠道在不同边界条件下,闸门和分水口引发的沿程水位和流量的波动过程。模拟分析了不同闸门前馈控制时间对分水口处水位波动的影响,提出了有效降低水位波动的前馈控制时间及其计算方法。前馈控制时间根据移动波在上下游方向传播的速度计算得出。在南水北调中线京石段渠道上,应用蓄量补偿法进行了前馈控制仿真,分别使用了蓄量补偿法前馈控制时间计算公式和本文提出的前馈控制时间计算公式。计算结果表明,应用本文提出的前馈时间计算公式,能够有效降低渠道运行过程中分水口处的水位波动,达到更好的前馈控制效果。 展开更多
关键词 明渠输水工程 前馈控制 水波运动 南水北调中线京石段
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盾构管片钢筋混凝土内衬大型输水隧洞结构研究 被引量:18
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作者 张弢 王东黎 王雷 《水利水电技术》 CSCD 北大核心 2009年第7期62-65,共4页
在北京市南水北调配套工程团城湖至第九水厂输水工程(一期)输水隧洞工程中,根据盾构管片钢筋混凝土内衬的结构间连接结构形式的不同,对双层衬砌相互作用模型进行了对比分析。根据所确定的结构模型对不同的力学模型进行分析,确定了北京... 在北京市南水北调配套工程团城湖至第九水厂输水工程(一期)输水隧洞工程中,根据盾构管片钢筋混凝土内衬的结构间连接结构形式的不同,对双层衬砌相互作用模型进行了对比分析。根据所确定的结构模型对不同的力学模型进行分析,确定了北京地区土质条件下的盾构管片内衬钢筋混凝土的力学模型。计算表明,结构控制的内力状态确定为盾构管片为大偏心受压构件,内衬钢筋混凝土结构为小偏心受拉构件。 展开更多
关键词 南水北调工程 输水隧洞 盾构管片 钢筋混凝土内衬 连接模型 力学模型 北京市
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国内外渡槽的发展与南水北调中线漕河渡槽 被引量:13
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作者 周厚贵 马吉明 马金刚 《南水北调与水利科技》 CAS CSCD 2007年第3期14-17,20,共5页
渡槽是人类文明发展的主要物证。采用调研、查新、考证方法提出了国内外渡槽的发展及现状;在此基础上,采用综合比较方法给出了南水北调中线漕河渡槽在当今世界的特征和地位。
关键词 渡槽 漕河段 南水北调 水利工程
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改进的多目标量子遗传算法在南水北调东线工程江苏段水资源优化调度中的应用 被引量:23
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作者 方国华 郭玉雪 +1 位作者 闻昕 黄显峰 《水资源保护》 CAS CSCD 北大核心 2018年第2期34-41,共8页
构建南水北调东线工程江苏段水资源优化调度模型,采用改进的多目标量子遗传算法(multiobjective quantum genetic algorithm,MOQGA),运用组合赋权方法对非劣解集进行多属性决策,提出南水北调东线工程江苏段水资源优化调度方案。在平水... 构建南水北调东线工程江苏段水资源优化调度模型,采用改进的多目标量子遗传算法(multiobjective quantum genetic algorithm,MOQGA),运用组合赋权方法对非劣解集进行多属性决策,提出南水北调东线工程江苏段水资源优化调度方案。在平水年、枯水年和特枯水年3种典型年来水条件下,相对于常规调度,优化调度的受水区总缺水量分别减少了0.89亿m3、0.87亿m3和0.08亿m3,系统总抽水量分别减少21.04亿m3、39.14亿m3和50.76亿m3。该优化调度方案能够充分利用湖泊的调蓄能力,提高各用水户的需水满足度,降低抽水成本。 展开更多
关键词 多目标优化 南水北调东线工程江苏段 改进的多目标量子遗传算法 水资源优化调度
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水面蒸发对南水北调江苏段调水效率的影响 被引量:4
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作者 仇宝云 王斐 +2 位作者 冯晓莉 黄海田 杨兴丽 《排灌机械工程学报》 EI 2011年第3期219-223,共5页
为了掌握南水北调东线江苏境内工程输水河道和调蓄湖库水面蒸发损失水量,及其所造成的泵站机组损失功率,了解水面蒸发对工程调水效率的影响,分析比较了适用于工程所在地区的水面蒸发量计算模型和计算公式,计算了工程沿线输水河道和调蓄... 为了掌握南水北调东线江苏境内工程输水河道和调蓄湖库水面蒸发损失水量,及其所造成的泵站机组损失功率,了解水面蒸发对工程调水效率的影响,分析比较了适用于工程所在地区的水面蒸发量计算模型和计算公式,计算了工程沿线输水河道和调蓄湖库的水面蒸发量,分析了工程水面蒸发量的时间和空间分布特征.通过积分,计算了水面蒸发造成的各梯级泵站的流量损失和输入功率损失,求解并分析了水面蒸发对整个江苏段工程调水效率的影响.结果表明:工程沿线水面年蒸发量自南向北、西北方向逐渐递增;蒸发量夏季最高,冬季最低;全线平均水面年蒸发量为862.2 mm.洪泽湖、骆马湖、白马湖和输水河道蒸发损失水量分别占总蒸发损失水量的77.7%,13.3%,3.6%和5.4%,蒸发损失水量约占源头泵站抽水量的17.46%,使工程平均调水效率降低10.33%.调水工程可以考虑采用管道输水,从而避免蒸发损失. 展开更多
关键词 南水北调东线 江苏段 输水河道 水面蒸发量 工程调水效率 调蓄湖库
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南水北调来水对京津冀地区用水竞争力的影响 被引量:5
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作者 翟家齐 赵勇 +3 位作者 赵纪芳 付雯琪 李海红 姜珊 《南水北调与水利科技(中英文)》 CAS 北大核心 2022年第3期440-450,共11页
为定量化描述南水北调来水对京津冀地区用水竞争力的影响,提出基于驱动增长率、刚性需水量、用水效益和用水紧缺程度等4项评价指标的用水竞争力指数模型,分析南水北调不同来水情景下京津冀地区的用水竞争力变化。结果表明:在南水北调来... 为定量化描述南水北调来水对京津冀地区用水竞争力的影响,提出基于驱动增长率、刚性需水量、用水效益和用水紧缺程度等4项评价指标的用水竞争力指数模型,分析南水北调不同来水情景下京津冀地区的用水竞争力变化。结果表明:在南水北调来水与本地水联合供水情况下,京津冀地区3个行业的用水紧缺程度得到不同程度的缓解,行业刚性需水量均可得到满足,其中,生活用水紧缺程度降幅最大,工业次之,农业最小;与基准情景S_(0)相比,各受水区在不同情景下的农业、工业和生活用水竞争力指数(water competitiveness index,WCI)平均减小17.3%,缓解了该区域的行业用水竞争压力;在不同来水情景下,京津冀地区用水竞争力指数呈现显著下降趋势,各情景下WCI值平均减小16.1%,区域用水竞争力分布呈现从环渤海湾区和河北南部地区双中心向河北南部单中心转变的特点。 展开更多
关键词 用水竞争力 京津冀地区 南水北调来水
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