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Journal of Yangtze River Scientific Research Institute
FQ: 月刊
AD of Publication: 湖北省武汉市
Lanuage: 中文;
ISSN: 1001-5485
CN: 42-1171/TV
YP: 1984
Url: 长江科学院
Recommended Journals
Journal of Yangtze River Scientific Research Institute
2011 -04
ArcGIS-Based Source Water Quality Health Risk Assessment YE Jian1,FENG Kun2,NI Fu-quan2(1.College of Water Conservancy and Hydropower,Hohai University,Nanjing210098,China; 2.No.5 Engineering Company Ltd.of China Gezhouba Water and Power(Group)Co.Ltd,Yichang443002, China;3.College of Information & Engineering,Sichuan Agricultural University,Ya'an625000,China)
Analysis of Slope Reliability by Finite-Difference Strength-Reduction Method Considering the Thought of Monte Carlo Method CHEN Xin1,FU Jian-jun2,ZHAO Hai-bing2,HUANG Tai-ping2,SHI Kai3(1.Wuhan Institute of Shipbuilding Technology,Wuhan Hubei430050,China;2.Mid-South Design and Research Institute,China Hydropower Engineering Consulting Group Co.,Changsha,Hunan410014,China; 3.Institute of Rock and Soil Mechanics,Chinese Academy of Sciences,Wuhan430071,China)
A Case Study of the Mechanism and Stabilityof Reservoir Bank Landslide WANG Meng1,SHI Yu-chuan1,TANG Xing-jun2(1.State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University ofTechnology,Chengdu610059,China;2.East China Survey and Design Institute,Hangzhou310014,China)
The Influence of Reservoir Impoundment on the Stability of Collapse Deposit Along 317 National Highway LIU Hai,SHEN Jun-hui,PENG Chang-cui,SI Hong-tao(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology,Chengdu610059,China)
Relation Between Low Weir Shape and Discharge Capacity TONG Hai-hong,LI Meng-cheng,DING Xin-qiu(School of Hydraulic Engineering,Changsha University of Science & Technology,Changsha410114,China)
Formula for Calculating Contracted Water Depth of Channel with Cubic Parabola Cross Section LENG Chang-jian,WANG Zheng-zhong(Research Center of Water Engineering Safety and Disaster Prevention, Northwest A & F University,Yangling Shaanxi712100,China)
Coating Trace Method Adopted in Prototype Observation of Hydraulic Characteristics of High-Speed Flow WAN Ji-wei,NIU Zheng-ming,LU Hong-bo(Institute of Water Resources and Hydroelectric Engineering,Xi'an University of Technology,Xi'an710048,China)
Unstructured Grid Model of Flow and Sediment Evolution in Flood Diversion and Storage Area ZHANG Xi-bing1,2,OU Zhi-hua3,CUI Zhan-feng1,SUN Xian1(1.River Research Institute,Yangtze River Scientific Research Institute,Wuhan430010 China; 2.College of Water Resources and Hydroelectric Engineering,Wuhan University,Wuhan430072 China; 3.Honghu Sub-bureau,Jingzhou River Management Bureau of Yangtze River,Honghu433200 China)
Erosion-Deposit Variation of the Channel in Wuhan Reach After the Operation of TGP CUI Zhan-feng,ZHANG Xi-bing,QU Geng(Yangtze River Scientific Research Institute,Wuhan430010,China)
Runoff and Sediment Variation Before and After Dalihe River Basin Regulation WEI Xia1,2,LI Xun-gui2,LI Zhan-bin3(1.Cold and Arid Regions Environmental and Engineering Research Institute,Chinese Academy of Sciences, Lanzhou730000,China;2.College of Earth and Environmental Science,Lanzhou University, Lanzhou730000,China;3.Institute of Water Resources and Hydro-Electric Engineering, Xi'an University of Technology,Xi'an710048,China)
Temperature and Strain Test Based on BOTDA NIE Jun1,2,LI Duan-you1,2,LIANG Jun1,2(1.Engineering Safety and Disaster Prevention Scientific Institute,Yangtze River Scientific Research Institute,Wuhan430010,China;2.Research Center on Water Engineering Safety and Disaster Prevention of MWR,Wuhan430010,China)
Research of Soil Intensity Parameters of Shanghai-Kunming Railway Line for Passenger Traffic by Large-Scale Plate Loading Test GU Cheng-quan(China Railway the Fourth Survey and Design Group Co.LTD,Wuhan430063,China)
Thoughts on the Problems of the Yangtze Estuary Deepwater Channel Regulation JIN Liu1,YU Zhi-ying1,ZHANG Zhi-lin2,QIAN Feng2(1.State Key Laboratory of Estuarine and Coastal Research,East China Normal University,Shanghai 200062,China;2.Changjiang River Estuary Investigation Bureau of Hydrology and Water Resources,Changjiang Water Resources Commission,Shanghai200136,China)
Stability Analysis on Yuntianhua Phosphogypsum Tailings Pond in Qinghai Province WANG Tao1,2,YANG Fan1,ZHOU Yong1,LV Qing1,ZHU Yuan-le1(1.State Key Laboratory of Water Resource and Hydropower Engineering Science,Wuhan University, Wuhan430072,China;2.Key Laboratory of Rock Mechanics of Hydraulic Structural Engineering, Ministry of Education,Wuhan430072,China)
Monitoring of the Influence of First Impoundment on Tension-Displaced Body in Front of Pubugou Dam PENG Li-wei,WANG Jia-lin,WEN Shuai,XU Xiang-tao(State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology,Chengdu610059,China)
The Effect of Joint-Cutting on Turning Dam Section at the Right Bank of Danjiangkou Dam CUI Jian-hua1,2,GONG Ya-qi1,XIAO Han-jiang1(1.Changjiang River Scientific Research Institute,Wuhan430010,China; 2.School of Water Resources and Hydropower,Wuhan University430074,China)
Main Girder Reliability of Plane Gate Fixed by Elastic Bearing WANG Yi1,WANG Zheng-zhong1,2,SUN Dan-xia3,ZHAO Yan-feng2(1.College of Water Conservancy and Architectural Engineering,Northwest Sci-tech University of Agriculture and Forestry,Yangling,Shaanxi712100,China;2.Research Center of Water Engineering Safety and Disaster Prevention,Northwest A&F University,Yangling Shaanxi 712100,China; 3.Hydrochina Xibei Engineering Corporation,Xi'an Shaanxi710065,China)
Application of Controlled Grouting in Seepage Control of Earth-Rock Cofferdam LI Lian-xi,SHI Jian-cheng(Test Institute of Xinjiang Water Resources and Hydropower Investigation,Changji Xinjiang831100,China)
System Optimization and Modeling of Complex Networks for Earth-Rock Work Allocation WU Xue-lei,BIAN Xiao-cao,SHEN Ming-liang(The State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University,Wuhan430072,China)
2011 Issues:  [01] [02] [03] [04] [05] [06] [07] [08] [09] [10] [11] [12]
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