首页> 外文会议>International Symposium on Flood Defence vol.2; 20020910-13; Beijing(CN) >Analysis of the effects of the Xiaolangdi Reservoir on the lower Yellow River channel
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Analysis of the effects of the Xiaolangdi Reservoir on the lower Yellow River channel

机译:小浪底水库对黄河下游河道的影响分析

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摘要

The Xiaolangdi Reservoir, which began storing water in October 1999, is a multipurpose project that functions as a flood, ice and silt reduction measure. It also serves as a water supply, irrigation source and electricity generator for the surround area and the province. Given the severity of the sediment problem and the complexity of the Xiaolangdi Project, the Yellow River Conservancy Commission (YRCC) conducted a study of the operations of the Xiaolangdi Reservoir. This study included an operations schematic of water and sediment silt reduction for the Xiaolangdi Reservoir for the years 1999 and 2000. According to the schematic, during a flood event, the reservoir discharge polarizes with a lower discharge limit of 800 m~3/s and an upper limit set to 2600 m~3/s. It can be seen from the reservoir operations over the past two years that silt reduction has had an impact on the lower Yellow River. Water and sediment conditions in the lower Yellow River have changed while the scouring and silting of the channel have altered the channel configuration accordingly. This paper analyzes operations of the Xiaolangdi Reservoir, changes in water and sediment in the lower Yellow River, and changes in scouring and silting of sections of the river near hydrological stations.
机译:小浪底水库于1999年10月开始储水,是一项多功能项目,可作为防洪,防冰和防淤措施。它还可以为周边地区和全省提供供水,灌溉源和发电机。考虑到沉积物问题的严重性和小浪底项目的复杂性,黄河水利委员会(YRCC)对小浪底水库的运营进行了研究。该研究包括小浪底水库1999年和2000年减少水和泥沙淤积的操作示意图。根据示意图,在洪灾事件中,水库水流会极化,其水流下限为800 m〜3 / s,并且上限设置为2600 m〜3 / s。从过去两年的水库运行可以看出,淤泥减少对黄河下游产生了影响。黄河下游的水和沉积物条件发生了变化,而河道的冲刷和淤积相应地改变了河道的构造。本文分析了小浪底水库的运行,黄河下游的水和泥沙变化以及水文站附近河段的冲刷和淤积变化。

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