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首页> 外文期刊>International journal of ocean and climate systems >Stability of a Perforated Quarter Circle Breakwater
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Stability of a Perforated Quarter Circle Breakwater

机译:穿孔四分之一圈防波堤的稳定性

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摘要

Many new types of breakwaters have been constructed of lateto fulfill the ever increasing demand of marine traffic. The quarter circle breakwater (QBW) is a recent type of breakwater developed on the lines of an earlier semicircular breakwater (SBW). QBW may be without perforations, seaside perforated or both sides perforated. A series of laboratory experiments were conducted in a two dimensional monochromatic wave flume on an emerged seaside perforated non-overtopping quarter circle breakwater model to study its stability against sliding. The scale of the model was 1:30. A range of incident wave heights (H_i) and wave periods (T) were generated in the flume simulating the wave climate off Mangaluru coast in the Karnataka State of India. The experimental data so collected was analyzed to understand the variation of the non-dimensional stability parameter with incident wave steepness for different values of dimensionless depth parameter In the end a nomogram was developed for computing the sliding stability of the breakwater.
机译:为了满足不断增长的海上交通需求,已经建造了许多新型的防波堤。四分之一圈防波堤(QBW)是在较早的半圆形防波堤(SBW)的路线上开发的一种新型防波堤。 QBW可以不带孔,可以在海边打孔,也可以不打孔。在一个二维的单色波浪水槽上,对出现的海边穿孔的非越过的四分之一圈防波堤模型进行了一系列的实验室实验,以研究其抗滑移的稳定性。模型的比例为1:30。在水槽中产生了一系列入射波高(H_i)和波周期(T),以模拟印度卡纳塔克邦曼加罗尔海岸外的海浪气候。分析收集到的实验数据,以了解无量纲深度参数的不同值下,无量纲稳定性参数随入射波陡度的变化。最后,开发了用于计算防波堤滑动稳定性的列线图。

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