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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >NUMERICAL SIMULATIONS OF CHANNEL INFILLING ASSOCIATED WITH DEFORMATION OF RIVER MOUTH BAR
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NUMERICAL SIMULATIONS OF CHANNEL INFILLING ASSOCIATED WITH DEFORMATION OF RIVER MOUTH BAR

机译:河口变形引起的河道变形的数值模拟

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Masuda port is located in both sides of the mouth of Takatsu River, the access channel of which passes behind a river-mouth bar. This study intends to develop a tool for examination of countermeasures against channel infilling which is very linked with deformation of river-mouth bar. First, the relation between the sand bar deformation and channel infilling has been examined for the river mouth area of Takatsu River through analysis of aerial photos, current and wave data, bathymetric survey data, and so on. As the results, two dominant processes of flushing sand bar due to flood and reformation of sand bar by waves are confirmed. Also, numerical simulations for the two dominant processes have been conducted and the reproducibility of the model has been examined.
机译:增田港位于高津河入海口的两侧,其通航通道在河口酒吧的后面。这项研究旨在开发一种检查与河口坝变形密切相关的河道充填对策的工具。首先,通过分析航拍照片,水流和海浪数据,水深测量数据等,研究了高津河河口地区沙洲变形与河道填充之间的关系。结果,证实了洪水淹没砂条和波浪变形砂条的两个主要过程。此外,已经对两个主要过程进行了数值模拟,并检验了模型的可重复性。

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