多沙河流横断面调整及其对排洪和输沙能力的影响  

The Adjustment of Cross Sections in Over-loaded Rivers and its Influence on the Flood Delivery and Sediment Transporting Capacity

作　　者：费祥俊[1] 宋根培[1] 

机构地区：[1]清华大学,北京100084

出　　处：《人民黄河》1997年第8期14-17,37,共5页Yellow River

基　　金：国家自然科学基金

摘　　要：多沙河流输沙能力的变化，突出地表现为河槽横断面的调整。黄河下游高含沙洪水过后，使游荡型河段河槽宽深比大幅度减小，从而提高了同流量的输沙能力，但因此使排洪能力大幅度下降。频繁出现的高含沙洪水异常高水位证明，断面缩窄比前期河床淤高对洪水位的影响更大。为了解决排洪与输沙的矛盾，建议排洪与输沙分道，即尽可能将高含沙水流利用干流水库拦蓄，再用明渠向两岸高浓度输沙放淤，而河道只输送低含沙水流入海。The sediment transporting capacity evolution of an overloaded river is evidently manifested in thechange of the cross section of the river channel. In the Yellow River, after a hyperconcentrated floodpassed, the ratio of width to depth of the channel is largely decreased in wandering reaches, and thereforethe sediment transporting capacity of same discharge is raised, and because of this the flood deliverycapacity is decreased in large extent. The fact of that there have been frequent abnormal high water levels inhrperconcentrated floods shown that the shrink of cross section influence the flood water level more thanthe before river bed silt does. In order to solve the contradiction between flood delivery and sedimenttransport, it is recommended that the flood delivery be seperated from sediment transporting in channels,i.e., to store hyperconcentrated flood as much as possible by reserviors in stem, then delivered tooutsides of both dykes by open channels to silt, and the river channel is only used for transporting the flow oflower sediment content into the sea.

关 键 词：含沙水流 断面形态 输沙能力 防洪 减淤 

分 类 号：TV143[水利工程—水力学及河流动力学] TV87