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Flood management selections for the Yangtze River midstream after the Three Gorges Project operation

机译:三峡工程建成后长江中游防洪选择。

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摘要

After the Yangtze River was closed by the Three Gorges Project (TGP) in 2003, erosion occurred from the dam site to the river mouth, especially in the middle and lower reaches of the Yangtze River. However, in some local areas of Chenglingji reach which holds the key position for flood management, there is actually deposition in contrast to the expected erosion. In this paper, a one dimensional mathematical model of the river network with sediment transport is used as the tool to simulate flow and fluvial processes. The calculation domain is from Yichang, which is downstream of the dam, to Hankou, the controlling node of flood management, 694. km long in total. The model is calibrated based on the field data of hydrology and sediment transport during the period from October 2003 to October 2008. Then the model is utilized to simulate the erosion and deposition of the middle and lower reaches of the Yangtze River in the next two decades, and produce the results of a new river channel after river bed deformation occurs. The typical flood processes of 1954 and 1998 in the Yangtze River basin are used to check the flood management scheme for the research area, and results show that water storage of Three Gorges Reservoir (TGR) and a flood diversion program downstream of the Yangtze River should be taken into consideration.
机译:在三峡工程(TGP)于2003年关闭长江后,从坝址到河口特别是长江中下游地区发生了侵蚀。然而,在成岭矶河段的某些地区,洪灾控制处于关键地位,实际上与预期的侵蚀形成了沉积。本文以含泥沙运移的一维河网数学模型为模拟水流过程的工具。计算范围是从大坝下游的宜昌到洪水管理的控制节点汉口,全长694. km。基于2003年10月至2008年10月的水文和泥沙输送现场数据对模型进行了标定。然后利用该模型模拟了未来二十年长江中下游的侵蚀和沉积。 ,并在河床变形发生后产生新河道的结果。以1954年和1998年长江流域的典型洪水过程为研究区域的洪水管理方案进行了检验,结果表明,三峡水库(TGR)的蓄水和长江下游的洪水转移计划应该进行。被考虑在内。

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