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Experimental Investigations on Wave Transmission at Submerged Breakwater with Smooth and Stepped Slopes

机译:具有光滑和阶梯斜坡淹没防堤波传播的实验研究

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Submerged breakwaters are gaining more popularity as a potential coastal protection structure resulting in moderate wave transmission with significant wave energy dissipation. Submerged breakwaters are mainly adopted to prevent erosion and to dissipate the incident wave energy. In addition, the premature wave breaking facilitates the wave surfing activities by proper designing of submerged breakwater. In the present study, the experiments are conducted on submerged breakwaters in a two dimensional wave flume to investigate the influence of stepped and-smooth front slope of the submerged breakwater, its height and width in reducing wave energy. A total number of eighteen sets of experiments has been conducted for three different breakwater heights (31cm, 28cm and 26cm) and three different breakwater widths (10cm, 20cm and 30cm) with stepped and smooth front slope of breakwater. The submerged breakwater models are subjected to regular waves of four different wave heights and five different wave periods in a constant water depth of 31cm, to determine wave transmissions characteristics. The influence of relative breakwater width, relative depth of submergence of the breakwater and roughness of breakwater front slope on wave transmission are analyzed and discussed in this paper.
机译:浸湿的防波堤是作为潜在的沿海保护结构的普及,导致具有显着波动能量耗散的中等波传输。主要采用浸没式防波堤,以防止侵蚀并消散入射波能量。此外,过早波浪断裂通过适当设计浸没式防堤,促进了波浪冲浪活动。在本研究中,实验在二维波的水下浸没器上进行,以研究浸没式防水,其高度和宽度在减小波能中的阶梯式和光滑的前坡的影响。已经为三种不同的防堤高度(31cm,28cm和26cm)和三种不同的防水宽度(10cm,20cm和30cm)进行了总数,具有阶梯式和平滑的防波堤。将浸没式防水模型经受四个不同波高的常规波,在31cm的恒定水深在恒定的水深,以确定波传输特性。本文分析了相对防堤宽度,防波堤前坡粗糙度的相对深度的影响,并讨论了波传输的粗糙度。

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