DAM

作品数:987被引量:1830H指数:17
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相关作者:钱博韩维和李国清张玲盛永鑫更多>>
相关机构:中国电子科技集团公司第三十八研究所辽宁省广播电视传输发射中心广西广播电视技术中心陕西师范大学更多>>
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Experimental study of the dissipation of supersaturated TDG during the jet breakup process被引量:1
《Journal of Hydrodynamics》2019年第4期760-766,共7页Hong-cheng Xue Qian Ma Ran Li Ming-jun Diao David Z. Zhu Jing-ying Lu 
Elevated levels of the total dissolved gas (TDG) may occur downstream the dams during the spill process to increase the incidence of the gas bubble disease for fish. With increasing numbers of cascade hydropower stati...
关键词:JET BREAKUP total dissolved gas (TDG) SUPERSATURATION high DAM initial SATURATION DISSIPATION 
Hydrodynamic pressure on concrete face rockfill dams subjected to earthquakes被引量:2
《Journal of Hydrodynamics》2019年第1期152-168,共17页Zhong-zhi Fu Sheng-shui Chen Guo-ying Li 
the National Key Research and Development Program of China (Grant No.2017YFC0404806);the National Natural Science Foundation of China (Grant Nos.51779152,51539006).
The hydrodynamic pressure is an important load on concrete face rockfill dams (CFRDs) subjected to earthquakes,the influence of which,however,is not clear as compared with that in concrete dams.In this paper,the coupl...
关键词:Concrete face ROCKFILL DAM HYDRODYNAMIC pressure SEISMIC response EARTHQUAKE 
Analysis of the hydrological safety of dams combining two numerical tools:Iber and DualSPHysics被引量:2
《Journal of Hydrodynamics》2018年第1期87-94,共8页J.González-Cao O.García-Feal J.M.Domínguez A.J.C.Crespo M.Gómez-Gesteira 
partially supported under projects IMDROFLOOD(Water JPI-WaterWorks 2014);Programa de Consolidación e Estructuración de Unidades de Investigación Competitivas(ED431C 2017/64);Risc ML(Interreg Program,European Regional Development Fund,ERDF);funded by a Ramón y Cajal grant of the Ministerio de Economía y Competitividad del Gobierno de Espana(RYC-2013-12617)。
The upgrade of the hydrological safety of dams is a critical issue to avoid failures that can dramatically affect people and assets. This paper shows a numerical methodology to analyse the safety of the Belesar dam(N...
关键词:Hydrological safety DAM numerical simulation Iber DualSPHysics 
A STUDY ON UNSTEADY SEEPAGE FLOW THROUGH DAM被引量:15
《Journal of Hydrodynamics》2009年第4期499-504,共6页FU Jun-feng JIN Sheng 
A numerical model is proposed to simulate the unsteady seepage flow through dam, with both saturation and water head as variables to describe the seepage domain. Experiments of seepage flow through dam with unsteady c...
关键词:SATURATION unsteady seepage saturated and unsaturated seepage finite element method 
ONE-AND TWO-DIMENSIONAL COUPLED HYDRODYNAMICS MODEL FOR DAM BREAK FLOW被引量:8
《Journal of Hydrodynamics》2007年第6期769-775,共7页YANG Fang-li ZHANG Xiao-feng TAN Guang-ming 
the National Basic Research Program of China(973 Program, Grant No. 2003CB415203);the National Natural Science Foundation of China (Grant No.50579054).
1-D and 2-D mathematical models for dam break flow were established and verified with the measured data in laboratory. The 1-D and 2-D models were then coupled, and used to simulate the dam break flow from the reservo...
关键词:dam-break flow hydrodynamics model 1-D and 2-D coupled model dam-break duration upstream flow water level before dam 
SIMULATION AND DYNAMIC VISUALIZATION OF FLOW AND SEDIMENT MOTION DOWNSTREAM OF CUIJIAYING DAM被引量:6
《Journal of Hydrodynamics》2006年第4期492-498,共7页YU Ming-hui XU Jin-jun WAN Yuan-yang DOU Shen-tang 
Project supported by the National Key Basic Research Development 973 Program of China (Grant No: 2003CB415200).
Based on a depth-averaged 2D numerical river model, the flow and sediment movement downstream of the Cuijiaying dam Hanjiang River(China) are investigated. A new technique is employed to achieve synchronous dynamic ...
关键词:river dynamics SIMULATION visualization topography 
STUDY OF IMPACT OF ESTABLISHMENT OF A DAM ON LOCAL TIDAL CURRENTS IN KENDONG OIL FIELD被引量:5
《Journal of Hydrodynamics》2004年第3期356-365,共10页LIUHao YINBao-shu YUKe-jun YANGDe-zhou XUYan-qing 
ThisworkweresupportedbytheNationalNaturalScienceFoundationofChina (GrantNo :4 0 0 76 0 0 5 ) ,FrontierInnovationProjectfromChineseAcademyofSciences (GrantNo :L390 2 2 110 3)andtheNationalTenthFiveKeyProject (GrantNo :H5 70 2 2 113)
In this paper a three-dimensional tidal current model has been used toexamine variations of local fluid field due to establishment of a dam. By imputing ten tides-K_1,O_1, P_1 , Q_1, M_2, S_2, N_2, K_2 , S_a and S_(sa...
关键词:tidal current harmonic constants open boundary frequency analysis 
A MATHEMATICAL MODEL OF THE FLOW FROM THE OUTLET IN DAMS
《Journal of Hydrodynamics》2001年第1期17-22,共6页Guo Ya-kun, Wu Chi-gong State Key Hydraulics Laboratory of High Speed Flows, Sichuan University, Chengdu 610065,China 
WT5”BZ]On the basis of the theory of complex functions the authors derive the boundary integral equations for the flow discharging from an outlet in a dam in an auxiliary plane. Assuming that the integral variables a...
关键词:free jet flow from outlet in dam theory of complex function boundary integral equations numerical iteration 
A HIGH RESOLUTION FINITE VOLUME METHOD FOR SOLVING SHALLOW WATER EQUATIONS被引量:5
《Journal of Hydrodynamics》2000年第1期35-41,共7页Wang Jia song School of Civil Engineering and Mechanics, Shanghai Jiaotong University, Shanghai 200030, P.R.ChinaNi Hang gen Department of Civil and Structure Engineering, Dalian University of Technology, Dalian 116024, P.R.China 
A high resolution finite volume numerical method for solving the shallow water equations is developed in this paper. In order to extend finite difference TVD scheme to finite volume method, a new geometry and topolog...
关键词:shallow water equations finite volume TVD scheme dam  break bores 
THE INITIAL FLOW STATE OF A BROKEN DAM
《Journal of Hydrodynamics》1994年第1期69-73,共5页Chen Yao-song Jiang Tao(Peking University, Beijing 100871, P. R. China) 
This paper utilizes the main feature of the flow at the initial stage of a broken dam which obeys similarity rule and will reduce the mathematical difficulties involved. We get the finite acceleration and velocity at ...
关键词:SIMILARITY broken dam transient wave. 
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