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QUANTITATIVE APPROACH TO INFLUENCES OF HIGH SEDIMENT LADEN INUNDATION FLOWS ON THE MORPHOLOGICAL VARIATION OF FLOODPLAINS
作者姓名:ZHANG  Xin-hua  LONG  Wen-fei  LEI  Xiao-zhang  ZHANG  Xiang-wei  XIE  He-ping  WANG  Jiang-ping
作者单位:ZHANG Xin-hua State Key Laboratory of Hydraulics and Mountain River Engineering,Sichuan University,Chengdu 610065,China,LONG Wen-fei College of Hydraulic and Hydroelectric Engineering,Sichuan University,Chengdu 610065,China LEI Xiao-zhang State Key Laboratory of Hydraulics and Mountain River Engineering,Sichuan University,Chengdu 610065,China ZHANG Xiang-wei Department of Planning and Program,Ministry of Water Resources of P. R. China,Beijing 100053,China XIE He-ping College of Hydraulic and Hydroelectric Engineering,Sichuan University,Chengdu 610065,China WANG Jiang-ping Guizhou Hongfu Company,Fuqian 550501,China
摘    要:This article mainly aims at developing an integrated 2-D numerical simulation model on inundation, sediment transportation and the morphological variations of floodplains due to high sediment-laden inundation flows. Due to the complexity of inner and outer boundaries and the arbitrary structures within the computational domain of floodplains, an unstructured Finite-Volume Method (FVM) based on an irregular polygon mesh was worked out so that the influences of complex boundaries can be integrated into the simulation. A case study was conducted in the Lower Yellow River Basin, in which a dike-break at the Huayuankou Hydrological Station was assumed to happen when a flood scale of 1982 was suffered in the region. The simulated spatial distribution of sediment deposition and erosion can be used to reasonably explain the natural phenomena of “suspended river” of the lower part of the Yellow River. It is concluded that the inundation process of water is similar to a variable-river-bed condition during the simulation because the sediment deposition and erosion are modified by new values at the end of each time step. The mass and momentum conservation were strictly followed during the simulation. Therefore, theprediction of floodplain evolutions by the integrated simulation model, proposed in this study, can be adequately and accurately given if the real condition of an floodplain can be obtained in detail.

关 键 词:高含沙洪水  洪泛平原  形态变化  溃坝  定量研究法  挟沙水流
收稿时间:2005-10-20
修稿时间:2005-11-24

QUANTITATIVE APPROACH TO INFLUENCES OF HIGH SEDIMENT LADEN INUNDATION FLOWS ON THE MORPHOLOGICAL VARIATION OF FLOODPLAINS
ZHANG Xin-hua LONG Wen-fei LEI Xiao-zhang ZHANG Xiang-wei XIE He-ping WANG Jiang-ping.QUANTITATIVE APPROACH TO INFLUENCES OF HIGH SEDIMENT LADEN INUNDATION FLOWS ON THE MORPHOLOGICAL VARIATION OF FLOODPLAINS[J].Journal of Hydrodynamics,2007,19(1):9-17.
Authors:ZHANG Xin-hua  LONG Wen-fei  LEI Xiao-zhang  ZHANG Xiang-wei  XIE He-ping  WANG Jiang-ping
Affiliation:1. Université Grenoble Alpes, Irstea, UR ETNA, 2 rue de la Papeterie, BP76, F-38402 Saint-Martin-d''Hères, France;2. GEODE UMR 5602, CNRS/UT2J, Maison de la Recherche, 5 allée Antonio Machado, 31058 Toulouse, France
Abstract:This article mainly aims at developing an integrated 2-D numerical simulation model on inundation, sediment transportation and the morphological variations of floodplains due to high sediment-laden inundation flows. Due to the complexity of inner and outer boundaries and the arbitrary structures within the computational domain of floodplains, an unstructured Finite-Volume Method (FVM) based on an irregular polygon mesh was worked out so that the influences of complex boundaries can be integrated into the simulation. A case study was conducted in the Lower Yellow River Basin, in which a dike-break at the Huayuankou Hydrological Station was assumed to happen when a flood scale of 1982 was suffered in the region. The simulated spatial distribution of sediment deposition and erosion can be used to reasonably explain the natural phenomena of "suspended river" of the lower part of the Yellow River. It is concluded that the inundation process of water is similar to a variable-river-bed condition during the simulation because the sediment deposition and erosion are modified by new values at the end of each time step. The mass and momentum conservation were strictly followed during the simulation. Therefore, the prediction of floodplain evolutions by the integrated simulation model, proposed in this study, can be adequately and accurately given if the real condition of an floodplain can be obtained in detail.
Keywords:dike-break  Shallow Water Equations (SWE)  irregular polygon mesh  Finite Volume Method (FVM)  flood inundation  morphological variation of floodplain
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