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引江济汉工程中引水渠道内泥沙淤
引用本文:胡晓张,冯小香,成先贵.引江济汉工程中引水渠道内泥沙淤[J].中国农村水利水电,2005,0(3):31-33.
作者姓名:胡晓张  冯小香  成先贵
作者单位:1. 水资源与水电工程科学国家重点实验室,武汉大学,武汉,430072
2. 湖北省水利水电勘测设计院,武汉,430070
摘    要:根据引江济汉工程渠道引水防沙的设计要求,在收集基本水文泥沙和工程基础资料的基础上,运用一维恒定流非均匀沙数学模型,研究了不设沉沙池和设沉沙池后引水渠道内泥沙淤积情况,模型计算结果可以为引江济汉工程中渠道引水防沙设计提供依据。

关 键 词:引江济汉  引水渠道  沉沙池  泥沙淤积
文章编号:1007-2284(2005)03-0031-03
修稿时间:2004年5月10日

Simulation of Sediment Accumulation in the Water Diversion Canal of the Yangtze River to Han River Water Transfer Project
HU Xiao-zhang,FENG Xiao-xiang,CHENG Xian-gui.Simulation of Sediment Accumulation in the Water Diversion Canal of the Yangtze River to Han River Water Transfer Project[J].China Rural Water and Hydropower,2005,0(3):31-33.
Authors:HU Xiao-zhang  FENG Xiao-xiang  CHENG Xian-gui
Institution:HU Xiao-zhang1,FENG Xiao-xiang1,CHENG Xian-gui2
Abstract:According to the design requirements of water diversion for sediment control of the Yangtze River to Han River Water Transfer Project, the sediment accumulation conditions in the water diversion canal with or without sedimentation basin are researched on the basis of basic hydrology sediment and engineering data by one-dimensional constant flow heterogeneous sand mathematical model. The model calculation results can provide support for the water diversion for sediment control design of the project.
Keywords:Yangtze River to Han River Water Transfer Project  water diversion canal  sedimentation basin  sediment accumulation  
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