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首页> 外文期刊>Journal of The Institution of Engineers (India) >Wave Reflection and Loss Characteristics of an Emerged Quarter Circle Breakwater with Varying Seaside Perforations
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Wave Reflection and Loss Characteristics of an Emerged Quarter Circle Breakwater with Varying Seaside Perforations

机译:沿海穿孔变化的四分之一圈新兴防波堤的波反射和损失特征

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摘要

Breakwaters are one of the most important harbour structures constructed to withstand and dissipate the dynamic energy due to the action of the waves. Due to fast growing need of the universe and advances in technology different types of breakwaters are being developed. Quarter circle breakwater is a new type of breakwater emerged from semi circular breakwater and the first model was developed in Peoples Republic of China (2006). Quarter circle breakwater with perforations posses merits of caisson as well as perforated breakwaters such as low weight, requires less materials, suited for poor soil conditions, easily transported, handled and placed at the site, aesthetically pleasing, cost effective, eco-friendly and stable. Therefore it is necessary to carry out detailed studies on hydrodynamic characteristics to investigate the suitability and applicability of various types of quarter circle breakwaters. The present study investigates the wave reflection and loss characteristics of an emerged seaside perforated quarter circle breakwater of radius 55 cm and with varying ratios of spacing to diameter of perforations, for different water depths and wave conditions. The tests were conducted in the two-dimensional monochromatic wave flume available in Marine Structures laboratory of Department of Applied Mechanics and Hydraulics of National Institute of Technology, Surathkal, Karnataka, India. The results were plotted as non-dimensional graphs and it was observed that the reflection coefficient increases with increase in wave steepness for all values of ratio of height of breakwater structure to water depth. For a constant water depth, wave reflection increases with increase in ratio of spacing to diameter of perforations. It was also found that the loss coefficient decreases with increase in wave steepness for all values of ratio of height of breakwater structure to water depth, and ratio of spacing to diameter of perforations.
机译:防波堤是最重要的港口结构之一,其构造是承受和消散由于波浪作用而产生的动能。由于对宇宙的快速增长的需求和技术的进步,正在开发不同类型的防波堤。四分之一圈防波堤是半圆形防波堤中出现的一种新型防波堤,第一个模型是在中华民国(2006年)开发的。具有穿孔的四分之一圈防波堤具有沉箱以及带孔防波堤的优点,例如重量轻,所需材料少,适合恶劣的土壤条件,易于运输,处理和放置在现场,美观,美观,经济高效,生态友好且稳定。因此,有必要对水动力特性进行详细研究,以研究各种类型的四分之一圈防波堤的适用性和适用性。本研究针对不同的水深和波浪条件,研究了半径为55 cm且具有不同的孔距与直径的比例的涌现的海边穿孔四分之一圆防波堤的波反射和损失特征。测试是在印度卡纳塔克邦苏拉什卡尔市国家技术研究所应用力学与水力学系海洋结构实验室的二维单色波槽中进行的。将结果绘制为无量纲图,并且观察到,对于防波堤结构的高度与水深之比的所有值,反射系数都随着波陡度的增加而增加。对于恒定的水深,波反射随着间距与穿孔直径的比率的增加而增加。还发现,对于防波堤结构的高度与水深的比以及射孔的间隔与直径的比的所有值,损耗系数都随着波陡度的增加而减小。

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