| 小浪底枢纽进水塔上游形成高滩深槽的过程 |
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| 引用本文： | 窦国仁,王国兵,于为信,高亚军.小浪底枢纽进水塔上游形成高滩深槽的过程[J].人民黄河,1994(10). |
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| 作者姓名： | 窦国仁 王国兵 于为信 高亚军 |
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| 作者单位： | 水利部南京水利科学研究院 |
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| 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。
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| 关 键 词： | 高滩深槽，泥沙模型试验，小浪底枢纽 |
Formation of High Floodplain and Deep-cut Channel Upstream of the Xiaolangdi Intake Towers |
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| Don Guoren et al..Formation of High Floodplain and Deep-cut Channel Upstream of the Xiaolangdi Intake Towers[J].Yellow River,1994(10). |
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| Authors: | Don Guoren |
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| Abstract: | 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. |
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| Keywords: | high floodland and deep-cut channel simulation Xiaolangdi Multipurpose Dam Project |
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