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Experimental study on ocean waves propagating over a submerged breakwater in front of a vertical seawall

机译:海浪在垂直海堤前的水下防波堤上传播的实验研究

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In this note, the interaction between water waves, a submerged breakwater, a vertical wall and a sandy seabed is studied experimentally. Laboratory experiments were conducted to record the water surface elevation and the pore pressures inside the seabed foundations. The previous analytical solution without submerged breakwater proposed by the first author [Jeng, D.-S. (1997). Wave-Induced Seabed Response in Front of a Breakwater, PhD Thesis, The University of Western Australia] was only valid in the region near the seabed surface. The strong interaction of surface waves between a submerged breakwater and a vertical wall causes the significant change in the wave-induced pore pressure within the seabed. The experimental results indicate that the wave-induced pore pressure beneath the submerged breakwater is greater than that at the toe.
机译:在此注释中,对水波,淹没的防波堤,垂直墙和沙质海床之间的相互作用进行了实验研究。进行实验室实验以记录水面高度和海床基础内部的孔隙压力。第一作者[Jeng,D.-S。 (1997)。在防波堤前的波浪引起的海床响应,西澳大利亚大学的博士学位论文]仅在海床表面附近的区域有效。淹没的防波堤和垂直壁之间的表面波之间的强相互作用导致海床内波浪引起的孔隙压力发生显着变化。实验结果表明,淹没式防波堤下波浪引起的孔隙压力要大于趾间的孔隙压力。

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