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| 1 | TBM的应用及其有关问题和展望显示文摘 | Zhang Jingjian(North China Institute of Water Conservancy and Hydroelectric Prower, Zhengzhou 450045) | 1999 | 岩石力学与工程学报1999，18，3： | 84 |
| 2 | Influence of the impounding process of the Three Gorges Reservoir up to water level 172.5m on water eutrophication in the Xiangxi Bay显示文摘The water level of the Three Gorges Reservoir(TGR) rose to 172.5 m in two stages from September to November,2008.The hydrodynamic parameters and water quality parameters(e.g.flow velocity,temperature,turbidity and nutrient content) had been continuously monitored to reveal the influence of the impounding process of the TGR on the water eutrophication in the Xiangxi Bay(XXB).The maximal daily rise of the water level of the TGR was about 2.38 m.The water exchange between the mainstream(the Changjiang River) and the XXB of the TGR was enhanced by density current,and its main characteristics were a density-stratified flow in different directions.The water exchange reduced the differences of the water quality parameters(for example,temperature,turbidity,nutrient level,pH,etc.) between the mainstream and the XXB during the impounding process.Meanwhile,the water stability index in the mainstream remained small but it was lowered in the XXB.The main causes included the dilution by water of lower concentration of the chlorophyll a(Chl.a) entering from the mainstream,the decline of the water stability,and the increase of suspended silt,which induced the Chl.a to decrease in the XXB during the impounding process.The grade of the water eutrophication changed from middle eutrophic level to mesotrophic state in the process.However,as available nutrients were imported into the XXB from the mainstream during the impounding process the risk of water eutrophication increases in the XXB in the future. | YANG ZhengJian1,LIU DeFu1,JI DaoBin1,2 & XIAO ShangBin1,3 1 College of Civil & Hydroelectric Engineering,China Three Gorges University,Yichang 443002,China 2 School of Water Resources & Hydropower Engineering,Wuhan University,Wuhan 430072,China 3 Institute of Earth Environment,Chinese Academy of Sciences,Xi’an 710075,China | 2010 | Science China(Technological Sciences)2010，53，4： | 58 |
| 3 | Theory on real-time control of construction quality and progress and its application to high arc dam显示文摘A complete scheme for solving the key scientific problems associated with high-standard,high-intensity continuous construction of high arch dams was presented. First,based on a coupling analysis of construction system decomposition and coordination for a high arc dam,a mathematical model for real-time control of construction quality and progress that considers complex constraints was developed. Second,a method of progress control was proposed based on a dynamic simulation. Third,a dynamic quality control mechanism was established based on construction information collected using a PDA. Fourth,a system for integrating collected information,progress simulation and quality control analyses under a network environment was developed. Finally,these methods were applied to a practical project to show that each aspect of a construction process can be managed effectively and that real-time monitoring and feedback control can be realized. Our methods provide new theoretical principles and technical measures for quality and progress control in the high arc dam construction process. | ZHONG DengHua1, REN BingYu1, LI MingChao1, WU BinPing1 & LI MingChuan2 1 Department of Hydraulic and Hydroelectric Engineering, School of Civil Engineering, Tianjin University, Tianjin 300072, China 2 Ertan Hydropower Development Company, Ltd., Chengdu 610051, China | 2010 | Science China(Technological Sciences)2010，53，10： | 18 |
| 4 | The Simultaneous Approximation Order by Hermite Interpolation in a Smooth Domain | Tian Liang TU Department of Information Engineering, North China Institute of Hydroelectricity, Zhengzhou 450045, P. R. China | 2002 | Acta Mathematica Sinica,English Series2002，18，4： | 12 |
| 5 | A MATHEMATICAL MODEL FOR RESERVOIR SEDIMENTATION AND FLUVIAL PROCESSES显示文摘This paper consists of two parts: mechanism of non-equilibrium transport of non-uniform sediment and its application in the mathematical model. Based on a statistic approach of sediment transport proposed by the authors, a 1 - D equation of non-e- quilibrium transport for various size group of sediment particles is developed. Then equations to predict change of sediment concentration and the corresponding changes in size distribution of suspended load and bed material are also derived. The conception that changes in size distribution are interrelated to sediment-carrying capacity is expounded. These results reveal the essence of sediment transport of non-uniform sediment particles. In the second part a mathematical model incorporating the mentioned equations to compute deposition and scouring in reservoirs as well as the fluvial processes of river channels has been developed. Verification of the model agrees well with field data. | Han Qiwei and He Mingmin (Senior Research Engineers, Dept. of Sedimentation Eng. Inst. of Water Conservancy and Hydroelectric Power Research.) (The English text is abridged, altered and edited by Ding Lianzhen) | 1990 | International Journal of Sediment Research1990，5，2： | 10 |
| 6 | THREE-DIMENSIONAL TURBULENCE NUMERICAL SIMULATION OF A STEPPED SPILLWAY OVERFLOW显示文摘In this paper, the k ε turbulence model is used to simulate the three dimensional turbulence flow over the stepped spillway at the Yubeishan reservoir. In order to solve the curved free water surface and to handle the complex boundary conditions, the fractional Volume Of Fluid (VOF) model that is applicable to the solution of the stratified two phase flow is introduced along with k ε turbulence model and the unstructured grid is used for the discretization of the irregular simulation domain. By these methods, the turbulence flow field of the stepped spillway is simulated successfully. The location of the free surface along the spillway, the magnitude and distribution of the velocity, the pressure on the step surface, the turbulence kinetic energy and turbulence dissipation rate are obtained by simulation. The changes and distributions of these characteristics along the width of the spillway are also obtained. The energy dissipation ratio of the stepped spillway is calculated according to the upstream and downstream water depth and | Chen Qun College of Hydraulic and Hydroelectric, Sichuan University, Chengdu 610065, ChinaDai Guang qing State Key Hydraulics Laboratory of High Speed Flows, Sichuan University, Chengdu 610065, ChinaZhu Fen qing Geotechnic Engineering Co., Second | 2002 | Journal of Hydrodynamics2002，14，3： | 9 |
| 7 | Finite Travelling Waves for a Semilinear Degenerate Reaction-Diffusion System | Shu WANG Cheng Fu WANG Dang LUO Department of Mathematics, Henan University, Kaifeng 475001, P. R. China Institute of Mathematics, Academy of Mathematics and System Sciences Chinese Academy of Sciences, Beijing 100080, P. R. China Department of Mathematics, Suzhou University, Suzhou 215006, P. R. China Department of Basic Science, North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450045, P. R. China | 2001 | Acta Mathematica Sinica,English Series2001，17，4： | 8 |
| 8 | Unified solutions for stresses and displacements around circular tunnels using the Unified Strength Theory显示文摘The unified solutions are presented for stresses and displacements around a circular tunnel subjected to a hydrostatic stress field.The rock mass is assumed to be elastic-brittle-plastic and governed by the Unified Strength Theory.The displacements are obtained accounting for three different definitions for elastic strains and different Young's modulus in the plastic zone.The unified solutions obtained in this paper are especially versatile in reflecting the intermediate principal stress effect to different extents for different materials.The conventional solutions,based on the Mohr-Coulomb failure criterion and the Generalized Twin Shear Stress yield criterion,are special cases of the present unified solutions.The new unified solutions can compare with those computed by the latest generalized Hoek-Brown failure criterion.The results obtained demonstrate the importance of the intermediate principal stress influence for the stresses and displacements analysis.The effects of different definitions for elastic strains and different Young's modulus in the plastic zone on the displacements are significant. | ZHANG ChangGuang1,WANG JiangFeng2 & ZHAO JunHai3 1 Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China 2 North China Institute of Water Conservancy and Hydroelectric Power,Zhengzhou 450011,China 3 School of Civil Engineering,Chang’an University,Xi’an 710061,China | 2010 | Science China(Technological Sciences)2010，53，6： | 8 |
| 9 | 3-D NUMERICAL SIMULATION OF FLOW THROUGH AN ORIFICE SPILLWAY TUNNEL显示文摘A Large Eddy Simulation (LES) approach based on the weakly compressible hydrodynamic equation with a single plase fluid model for the cavitation flow has been developed and employed in simulating 3 D unsteady viscous flow through an orifice type spillwy tunnel. The finite volume approach in space and the predictor corrector method in time have been used to the numerical discretization, and the 'Law of wall' is applied at the solid boundary. The velocity, pressure fields and the cavitation phenomenon are obtained, the computational results show that 3 D LES approach can give more realistic flow field prediction of the orifice type spillway tunnel. | Zhang Chang bing, Yang Yong quan Hydraulics and Hydroelectric Engineering College, Sichuan University, Chengdu 610065, China | 2002 | Journal of Hydrodynamics2002，14，3： | 6 |
| 10 | Research on analysis method for temperature control information of high arch dam construction显示文摘Temperature control,which is directly responsible for the project quality and progress,plays an important role in high arch dam construction.How to discover the rules from a large amount of temperature control information collected in order to guide the adjustment of temperature control measures to prevent cracks on site is the key scientific problem.In this paper,a mathematic logical model was built firstly by means of a coupling analysis of temperature control system decomposition and coordination for high arch dam.Then,an analysis method for temperature control information was presented based on data mining technology.Furthermore,the data warehouse of temperature control was designed,and the artificial neural network forecasting model for the highest temperature of concrete was also developed.Finally,these methods were applied to a practical project. The result showed that the efficiency and precision of temperature control was improved,and rationality and scientificity of management and decision-making were strengthened.All of these researches provided an advanced analysis method for temperature control in the high arch dam construction process. | ZHONG DengHua,ZHAO ChenSheng & REN BingYu Department of Hydraulic and Hydroelectric Engineering,School of Civil Engineering,Tianjin University,Tianjin 300072,China | 2011 | Science China(Technological Sciences)2011，54，S1： | 6 |
| 11 | STUDY ON THE EFFECT OF SEDIMENT MOTION ON TRANSPORT TRANSFORMATION OF HEAVY METAL POLLUTANTS显示文摘By combining laboratorial experiments,theoretical analysis and mathematical model,theeffect of sediment motion on transport-transformation of heavy-metal pollutants is studied. (1)Previous studies on adsorption-desorption of heavy-metal pollutants by sedimentparticles are systematically summarized.Based on this summary,subjects that need to be furtherstudied are put forward. In rivers most heavy-metal pollutants concentrate on sediment particles.In order tocontrolling water pollution aused by heavy-metal pollutants following topics should beemphasized:studies on the effect of suspended matter and deposit on transport-transformation | Huang Sui-liangInstitute of Water Concervancy and Hydroelectric Power Research, Beijing 100044, P. R. ChinaSupervisor Prof. Wan Zhao-huiInstitute of Water Conservancy and Hydroelectric Power Research, Beijing 100044, P. R. China | 1994 | Journal of Hydrodynamics1994，6，3： | 5 |
| 12 | PRESENT STATUS OF EXPERIMENTAL STUDY ON HEAVY METAL POLLUTANT ADSORPTION-DESORPTION BY SEDIMENT IN CHINA显示文摘PRESENTSTATUSOFEXPERIMENTALSTUDYONHEAVYMETALPOLLUTANTADSORPTION-DESORPTIONBYSEDIMENTINCHINAHUANGSuiliangandWANZhaohui(Postdoc... | HUANG Suiliang and WAN Zhaohui( Sediment Research Laboratory,Department of Hydraulic Engineering,Tsinghua University,Beijing, 100084, China)( China Institute of Water Conservancy and Hydroelectric Power Research,Beijing, P.O. Box 366, 100044, China) | 1995 | International Journal of Sediment Research1995，10，3： | 3 |
| 13 | 丹江口水利枢纽工程建设概况显示文摘介绍了丹江口水利枢纽的开发规划初期工程的枢纽布置及主要建筑物;重点介绍了续建计划中的大坝加高工程及水利枢纽主要的社会经济效益。 | Danjiangkou Branch of Hubei Society for Hydroelectric Engineering | 2008 | 湖北水力发电2008，，5： | 3 |
| 14 | 偏微分方程的 Lattice Boltzmann 解法显示文摘介绍了用LaticeBoltzmann(LB)方法求解偏微分方程的原理和方法,建立了一维LB模型;通过对典型算例的计算分析,验证了LB方法的有效性. | Cheng Yongguang (College of Hydroelectric Engineering) | 1998 | 武汉水利电力大学学报1998，31，6： | 3 |
| 15 | Jackson type theorems on complex curves显示文摘Let Γ be a closed smooth Jordan curve in the complex plane. In this paper, with the help of a class of fundamental functions of Hermite interpolation, the author introduces a continuous function interpolation which uniformly approximates to f(z) ∈ C(Γ ) with the same order of approximation as that in Jackson Theorem 1 on real interval [1, 1]. The accuracy of the order of approximation is proved. Using the method different from the early works, the author studies simultaneous approximation to function and its derivatives and the desired results analogues to that in Jackson Theorem 2 on real interval [1, 1] are obtained. | TU TianLiang Deptartment of Mathematics and Informatics, North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450011, China | 2009 | Science China Mathematics2009，52，3： | 3 |
| 16 | THE NUMERICAL SIMULATION OF TWO-DIMENSIONAL OPEN CHANNEL TURBULENCE显示文摘A numerical simulation on 2-D open channel turbulence using the two-equationturbulent model(k-e model) is made.The diseretization equations of depth-averaged 2-D differ-ential equation are obtained by the control-volume formulation.Some examples including theflows in straight open channel,symmetry sudden expansion and one-side sudden expansion arecalculated by using the SIMPLE algorithm.The distributions of the flow velocity u,the kineticturbulent energy k,and the turbulent viscosity μ,etc.are obtained.The numerical calculationsindicate a good agreement with experimental data and other turbulent models calulations. | Guo Qing-chao Hart Qi-wei Research Centre on Disaster and Environment,Institute of Water Conservancy and Hydroelectric Power Research,Beijing 100044,P.R.China | 1993 | Journal of Hydrodynamics1993，5，3： | 2 |
| 17 | CONCURRENT SORPTION OF HEAVY METAL POLLUTANTS OF SEDIMENT OF DIFFERENT GRAIN SIZES显示文摘Generally, sediment in natural rivers is non-uniform, and sorption capacities of different grain sizes vary greatly. In order to quantitatively describe sorption of heavy metal pollutant by sediment in natural rivers, the concurrent sorption by sediment of different grain sizes should be studied. By combining systematic laboratory experiments and theoretical analysis the concurrent equilibrium sorption model and the concurrent sorption dynamic model by sediment of different grain sizes have been set up. Both of them indicate that there is no competition or interference among different grain sizes, its sorption content of unit weight of sediment is the sum of the sorption contents of each grain sizes , and the content of each grain size in non-uniform sediment. Furthermore, formulas for determining characteristic parameters ( b and k) in the Langmuir sorption isotherm for non-uniform sediment are deduced as follows:These can be used as a tool for predicting the sorption content of non-uniform | Huang Sui-liangState Key Joint Laboratory of Environmental Simulation and Pollution Control, Laboratoryof Water Environment Simulation,Beijing Normal University, Beijing 100875, P. R. ChinaWan Zhao-huiChina Institute of Water Conservancy and Hydroelectric | 1997 | Journal of Hydrodynamics1997，9，2： | 2 |
| 18 | ANALYSIS ON THE SENSITIVITY OF THE FLUVIAL PROCESS IN ALLUVIAL RIVER显示文摘ANALYSISONTHESENSITIVITYOFTHEFLUVIALPROCESSINALLUVIALRIVER￥CAOWcnhongandZHANGQishun(ResearchEngineer,InstituteofWaterConserva... | CAO Wcnhong and ZHANG Qishun(Research Engineer, Institute of Water Conservancy and Hydroelectric Power Research, Beijing,100044, China)( Institute of Water Conservancy and Hydroelectric Power Research, Beijing, 100044,China) | 1994 | International Journal of Sediment Research1994，9，3： | 2 |
| 19 | Study on multi-scheme analysis and evaluation method for concrete sequence placement of high arch dam显示文摘A complete scheme for solving the key scientific problems of how to make concrete sequence placement scheme of high arch dam reasonable and feasible and how to meet the need of construction process was presented.First,based on a coupling analysis of concrete sequence placement system of high arch dam,a mathematical model considering complex construction constraints was established.Second,a multi-scheme computational analysis method for concrete sequence placement of high arch dam was proposed based on dynamic simulation.Third,a multi-scheme evaluation method for concrete sequence placement was put forward based on analytic hierarchy process.Fourth,feedback guidance for progress control and management in the high arch dam construction process was proposed.Finally,these methods were applied to a practical project to show that the methods can analyze and evaluate multi-scheme for concrete sequence placement of high arch dam effectively,optimize the process of dam concrete sequence placement,and recommend engineering measures.These methods provide new theoretical principles and technical measures for real-time progress control in the high arch dam construction. | ZHONG GuiLiang,REN BingYu & TONG DaWei Department of Hydraulic and Hydroelectric Engineering,School of Civil Engineering,Tianjin University,Tianjin 300072,China | 2011 | Science China(Technological Sciences)2011，54，S1： | 2 |
| 20 | EXPERIMENTAL STUDY ON DENSITY CURRENT WITH HYPERCONCENTRATION OF SEDIMENT显示文摘Based on data obtained from flume tests and reservoir observation, the characteristics of rheologic feature, flow pattern, conditions of formation, etc., of density current with hyperconcentration of sediment and resistance to the density current are studied. It is found that the flow pattern of the density current front is of turbulent and its subsequent part of lamilar. Formulae for computing water depth and resistance at the plunging points are deduced, and the calculated results conform well to observed data. | CAO Ruxuan Senior engineer, Institute of Water Resources and Hydroelectric Engineering under the Shaanxi Institute of Mechanical Engineering | 1993 | International Journal of Sediment Research1993，8，1： | 1 |
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