CONTENTS[Chinese]

Back analysis of rock mass parameters based on evolutionary algorithm GAO Wei, ZHENG Yingen
Formula for computing bending moment caused by ice cover during lowering of pool level LI Hongsheng, ZHANG Xiaopeng, LIU Zengli, SUN Jiangmin
Sustainable mangagement model of water quantity and quality for multipurpose reservoir SHAO Dongguo, GUO Zonglou
Quick optimal design of primary section of gravity dam MAI Jiaxuan
The econometric analysis of industrial water use SHEN Dajun, WANG Hao, YANG Shijun, ZHOU Ji
Analysis on stability of revetment block in sea dyke MAO Chengxi, DUAN Xianbao, MAO Peiyu, ZHANG Shijun, ZHOU Ji
Discussion on sliding stability analysis of dam foundation LI Zan, LONG Yunxiao
On amplification effect of soil erosion on disaster-causing capacity in Hunan Province LI Jingbao, XIE Binggeng
Study on measures for improving the performance of concrete in face-plate of CFRD YANG Defu, MA Fengling, JIA Shuyun
The application of unusual flaring piers to enhance energy dissipation of overflow discharge NI Hangen, WANG Qingguo, LIU Yuchong, TANG Yu
A 3-D refined prediction model for water pollution in Victoria Harbor SHEN Yongming, ZHENG Yonghong, QIU Dahong
Discussion on criterion for waterlogging reduction criterion for waterlogging reduction of winter wheat and barley in lower reach of Yangtze River SHEN Mingzhong, GONG Xiaonan, YAN Ping
An analytical solution for settlement of single pile CHEN Mingzhong, GONG Xiaonan, YAN Ping
Equivalence surface method based on extensive angle analysis for slop stability LIN Peng, ZHUO Jiashou
A conceptual-stochastic model for predicting the dynamic soil water storage in crop root zone LUO Yi, LEI Zhidong, YANG Shixiu
Study on the flow longitudinal dispersion coefficient in Three Gorges Project reservoir LI Jinxiu, HUANG Zhenli, LU Pingyu

Back analysis of rock mass parameters based on evolutionary algorithm

GAO Wei1, ZHENG Yingren1
(1.Logistical Engineering Institute)

Abstract: A back analysis method for rock mass parameters on the basis of real-coded genetic algorithm, according to the system identification theory, is proposed. The result of case study shows that this method is effective in determining the parameters of rock mass constitutive model and material properties.

Key words: genetic algorithm; constitutive model; parameters; back analysis.


Study on biodegradation of PCBs in soil-water-microbes system

LIU Ling, CUI Guangbai, HAO Zhenchun
(1.Hohai University, Jiangsu Nanjing)

Abstract: Based on the mass-balance theory, a comprehensive mathematical model, concerning the effects of diffusion, sorption/desorption, biodegradation, especially the intraparticle irreversible sequestration, has been developed in this paper in order to predict organic chemical biodegradation in remediation site. Model simulation results match successfully with the field data of bioremediation processes in LTU sites on Alcoas Massena, New York. By using this model and theoretical analysis,2,3,4, and 5-Cl-PCBs biodegradation processes and regularities including the treatment time and extent in remediation sites have been predicted in this paper.

Key words: polynuclear biennials; biodegradation process; sequestration.


Formula for computing bending moment caused byice cover during lowering of pool level

LI Hongsheng1, ZHANG Xiaopeng1, LIU Zengli1, SUN Jiangmin2
(1.Dalian University of Technology;2.Institute of Irrigation Science Research of Heilongjiang Province, Harbin)

Abstract: A formula for calculating bending moment acting on the dam slope caused by ice cover during lowering of pool level is established. In this formula the gravity of ice plate is regarded as distributed load and the restrain conditions between dam and ice cover as well as the characteristics of ice are taken into consideration.

Key words: ice cover; dam slope; formula; bending moment; pool level lowering


Sustainable management model of water quantity and quality for multipurpose reservoir

SHAO Dongguo1GUO Zonglou2
(1.Wuhan University of Hydraulic and Electric Engineering, 2.Zhejiang University,

Abstract: This paper presents a new large-scale system model for Yang he River in Hebei Province, China, which includes a multi-dimension, multi-objective dynamic programming model, a flood dispatching model and a water quality model. A new algorithm of discrete differential dynamic programming with changeable penalty term is put forward. The results of case study show that the mathematical model and its solution techniques are feasible and effective in practice.

Key words: sustainable management; water quantity; water quality; multi-dimension multi-objective dynamic programming; reservoir


Seismic rehabilitation design of an earth dam

FU Lei1
(1.Beijing Municipal Institute of Hydraulic Engineering Planning Design and Research)

Abstract In this paper, some technologies used in the remedy measures of the earth dam in Miyuan Reservoir are presented. The technologies cover design method of quasi static analysis combining with dynamic response analysis; the remedial method of riprap protection to reinforce the aseismic performance of dam slope without lowering the level of reservoir; the treatment of sedimentation at the front of dam.

Key words earth dam; seismic rehabilitation; riprap protection; design


Quick optimal design of primary section of gravity dam

MAI Jiaxuan1
(1.Tsinghua University)

Abstract This paper presents a quadratic equation and some formulas for manually calculating the parameters of primary section of gravity dam according to the design criteria and the principle of minimum section area. The configuration of the dam section may be a vertical orand an inclined faces under dead weight, with water pressure acting on upstream and downstream faces, silt pressure, uplift pressure distributed in the shape of a broken line. Two examples are given for demonstration.

Key words gravity dam; primary section; stress; stability; optial design


The econometric analysis of industrial water use

SHEN Dajun1,WANG Hao1,YANG Xiaoliu1,LI Qing1
(1.China Institute of Water Resources and Hydropower Research)

Abstract Based on the production function of economics, an econometric model for analyzing industrial water use is established. In the model, water(or water resources)is regarded as one of the elements of production to be integrated into the function together with fund and labor. The water use in Beijing is analyzed as a case study.

Key words industrial water use; econometric analysis; margin value; output elasticity; Beijing


Analysis on stability of revetment block in sea dyke

MAO Chengxi1, DUAN Xianbao1, MAO Peiyu1, ZHANG Shijun2, ZHOU Ji2
(1.Nanjing Hydraulic Research Institute, 2.Water Resources Bureau of Zhejiang Province)

Abstract: On the basis of the calculation of seepage flow caused by wave action, a method for analyzing the stability of revetment blocks in sea dyke is proposed. The reliability of the formula for calculation is verified by hydraulic model test in wave flume.

Key words: sea dyke; stability; stone block;seepage flow; wave action; formula


Discussion on sliding stability ananlysis of dam foundation

LI Zan1, LONG Yunxiao2
(1.Northwest Design Institute for Hydropower 2.Shimen Reservoir Administration)

Abstract This article brings up the necessity of further study on the third principle of sliding stability analysis and the reasonability of adopting this principle is demonstrated on the basis of test data in situ.It has been emphasized that this principle is especially suitable to the rigid body limit equilibrium calculation in sliding stability analysis of discontinuous plane strengthened by concrete block in dam foundation.It is suggested that the allowable shear-friction factors of safety in design standard should be reduced.

Key words concrete block; sliding stability; shear-friction factor; dam foundation.


On amplification effect of soil erosion on disaster-causing capacity in Hunan Province

LI Jingbao1, XIE Binggeng1
(1.Hunan Normal University)

Abstract: This paper deals with the impact of soil erosion on flooding and drought in Hunan Province. It is shown that the long-term soil erosion has enlarged the natural disaster-causing capacity of flooding and drought. Under the similar climate condition, the forming of runoff is accelerated, the quantity of flood is increased, runoff coefficient becomes larger and the duration of high-water level in river or lake is lengthened during high-water period. Contrarily, the runoff is decreased and the duration of water-shortage in land surface is lengthened during low-water period. As a combination of these effects, the occurrences of flooding and drought are alternative and the disasters are aggravated.

Key words: soil erosion; disaster-causing capacity; impact; enlarged disaster


Study on measures for improving the performance of concrete
in face-plate of CFRD

YANG Defu1, MA Fengling1, JIA Shuyun1
(1.China Institute of Water Resources and Hydropower Research)

Abstract: In this paper, the measures for elevating the crack resistance, impermeability and durability of concrete for face-plate in CFRD, 200m in height, are experimentally studied. The results show that the adoption of triple composite additive, Grade I fly-ash, siliceous power and relvant agent for enhancing its strength, synthetic fiber as well as steel fiber are effective in improving the properties of concrete.

Key words: face-plate; CFRD; interface transitional zone; porosity; modifier


The application of unnsual flaring piers to enhance energy dissipation of overflow discharge

NI Hangen1, WANG Qingguo1, LIU Yuchong2, TANG Yu2
(1.Dalian University of Technology
2.Liaoning Hydroelectric Investigation Design and Research Institute,)

Abstract Flaring peirs with unusual configuration are used to combine with flip bucket to enhance the energy dissipation of the overflow discharge of Baishi Dam.The result of hydraulic model test shows that this kind of energy dissipaton is very effective.

Key words unusual flaring pier; energy dissipation; flip bucket; model test.


A 3-D refined prediction model for water pollution in Victoria Harbor

SHEN Yongming1, ZHENG Yonghong1, QIU Dahong1
(1.Dalian University of Technology)

AbstractBased on the Navier-Stokes equation and κ-ε turbulence model, a 3-D numerical model of hydrodynamics and water quality is established in consideration of the characteristics of water pollution in coastal area.The physical,biological and chemical processes are simulated and the interactions among the parameters related to pollution control are incorporated in the 3-D nonlinear system. The system integrates the refined models of hydrodynamics,biochemical reactions and ecosystem in coastal area.The model is calibrated according to the observation data and applied to the forecasting of water pollution in Victoria Harbor.

Key wordsVictoria Harbor; water quality; ecosystem; κ-ε turbulence model; 3-D numerical modeling.


Discussion on criterion for waterlogging reduction of winter wheat and barley
in lower reach of Yangtze River

SHAO Xiaohou1, WANG Jinbo2, LIU Cailiang1, LIU Xinren1
(1.Hohai University,;2.Jingjiang Water Conservancy Bureau, Jiangsu Province)

Abstract: In this paper, the data of field drainage experiment in Shanghai polder area and the data of lysimeter control test in Nanjing polder area are analyzed. The result shows that waterlogging reduction index for winter wheat and barley in the plain polder areas along Yangtze River is being 82(ratio of water to air) in root accumulating zone (h=060cm) after 3 days of raining. The optimum economic ground water table for high yield is being 0.86m.

Key words: lower reach of Yangtze River; polder area; winter wheat and barley; criterion; waterlogging reduction


An analytical solution for settlement of single pile

CHEN Mingzhong1, GONG Xiaonan1,YAN Ping1
(1.Zhejiang University)

Abstract: Different load transfer functions for pile shaft and pile tip are adopted in the analysis of settlement of single pile. The lateral soil strength is regarded as linearly varies along the depth. On this basis, a series of anlaytical solutions of settlement of single pile are deduced. The calculated results can be used to back figure the parameters of soil properties.

Key words: load transfer function; shlip; analytical solution; settlement; single pile


Equivalence surface method based on extensive angle analysis for slop stability

LIN Peng1,ZHUO Jiashou2
(1.China Institute of Water Resources and Hydropower Research
2.Hohai University)

Abstract: Based on the theory of extensive angle analysis for slope stability, the equivalence surface method adopting disturbed energy as the criterion is proposed. In this method, stability safety coefficient is derived from the ratio fo internal energy to external energy and the minimum disturbed energy equivalence surface is established, which can be used to determine the potential sliding surface.

Key words: stability analysis; extensive angle; disturbed energy; equivalence method


A conceptual-stochastic model for predicting the dynamic soil water storage in crop root zone

LUO Yi1LEI Zhidong2YANG Shixiu2
(1.Yucheng Comprehensive Experiment Station, CAS;2.Tsinghua University)

Abstract: In this paper, a conceptual-stochastic model for predicting the dynamic variation of soil water storage in crop root zone was established. In the model, the stochastic potential evapotranspiration process was incorporated into a soil water balance equation of the root zone, thus a time dependent, stochastic differential equation was derived. Furthermore, the Fokk-Planck equation corresponding to the differential equation was derived and solved numerically. The probability density distribution, mean and standard deviation of soil water storage in root zone were obtained. The comparison of predicted mean and confidence band at 95% with the measured soil water storage shows that the model is effective in soil water storage prediction.

Key words: stochastic model; soil water; prediction; evapotranspiration


Study on the flow longitudinal dispersion coefficient in three Gorges Proect reservoir

LI Jinxiu1, HUANG Zhenli2, LU Pingyu3
(1.China Institute of Water Resources and Hydropower Research;2.Executive Office of State Council Three Gorges Project Construction Committee;3.Monitoring Center of Water Quality of the Upstream of the Yangtze River)

Abstract: Based on theoretical analysis and field data of cross section velocity distribution measured at 6 hydrological station,a formula for predicting the flow longitudinal dispersion coefficient in the Three Gorges Project reservoir is proposed.

Key words: longitudinal dispersion coefficient; prediction; TGP; reservoir