摘要
小浪底枢纽进入正常运用阶段后,库水位将在230~254m之间变动,随着蓄水位的升降,进水塔上游将形成高滩深槽的河床形态。文中根据1:80正态泥沙模型对1950~1970年共21个水沙系列年进行了模拟试验,对高滩深槽的形成过程及有关泥沙问题进行了分析和预报。
During the normal operation period of the Xiaolangdi Reservoir,the water level will fluctuatebetween 254 and 300m:The configuration of the river bed upstream of the intake towers will take theshape of high floodland and deep-cut channel as the water level fluctuates. The paper describes thesimulation, using the 1: 80 sediment model, of 21 water-sediment series from 1950-1970. Also, itanalyzes and predicts such formation and related sediment problems.
出处
《人民黄河》
北大核心
1994年第10期1-4,共4页
Yellow River
关键词
小浪底水库
进水塔
深槽
泥沙
模型试验
high floodland and deep-cut channel
simulation
Xiaolangdi Multipurpose Dam Project