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Wave Impacts on Caisson Breakwaters situated in Multidirectionally breaking Seas

机译:波浪对位于多方向破碎海中的沉箱防波堤的影响

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The paper concerns horizontal wave forces on caisson breakwaters in multidirectional breaking seas. It is based on model tests performed in a 3D wave tank at Hydraulics and Coastal Engineering Laboratory, Aalborg University. The measured horizontal wave forces are compared to the Goda force. Good agreement with the Goda formula is found for waves not breaking directly on the structure, while increasing degree of breaking on the structure results in forces of up to 50
机译:本文涉及在多向破碎海中沉箱防波堤上的水平波浪力。它基于在奥尔堡大学液压与海岸工程实验室的3D波箱中进行的模型测试。将测得的水平波力与Goda力进行比较。对于不直接在结构上破裂的波浪,发现与Goda公式具有很好的一致性,而在结构上破裂的程度增加,则产生的力高达50

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