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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >DEPOSITIONAL EFFECTS OF OFFSHORE BREAKWATER DUE TO ONSHORE-OFFSHORE SEDIMENT MOVEMENT
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DEPOSITIONAL EFFECTS OF OFFSHORE BREAKWATER DUE TO ONSHORE-OFFSHORE SEDIMENT MOVEMENT

机译:海上-离岸沉积物运动对海上破坏的沉积作用

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摘要

Physical parameters controlling the development of tombolo behind offshore breakwaters are clarified on the basis of the results obtained by laboratory tests. Especially, the depositional effects are evaluated by taking a permeable type structure into account. They are wave characteristics, sediment size, the water depth where the structures are to be placed and its dimension. The amount of sand deposition behind the structures is presented by non-dimensional parameters such as the relative distances from the initial shoreline to the structure and to the breaking point of waves, the ratio of the gap width to the wave length in deep water and the ratio of the length of the offshore breakwater to the wave length in deep water.
机译:根据实验室测试获得的结果,阐明了控制海上防波堤背后的雨伞发展的物理参数。特别地,通过考虑可渗透型结构来评估沉积效果。它们是波浪特征,沉积物大小,要放置结构的水深及其尺寸。结构后面的沙粒沉积量由无量纲参数表示,例如从初始海岸线到结构以及到波浪破裂点的相对距离,深水中的缝隙宽度与波浪长度的比以及海上防波堤的长度与深水波长之比。

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