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首页> 外文期刊>Coastal Engineering Journal >OBLIQUE IRREGULAR WAVES LOAD ON SEMICIRCULAR BREAKWATER
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OBLIQUE IRREGULAR WAVES LOAD ON SEMICIRCULAR BREAKWATER

机译:斜不规则波浪负载在半圆形断路器上

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摘要

Based on oblique irregular wave physical model tests, the hydraulic characteristics of the semicircular breakwater are studied in this paper. The variations of wave forces on unit length of semicircular breakwater with the main effective factors including wave steepness H_s/L_s, relative wave height H_s/d, d'/H_s and the angle of incidence θ_0 are studied. In addition, the longitudinal distribution of wave forces, and the longitudinal load reduction are analyzed. Some empirical formulae of the longitudinal distribution coefficient and the longitudinal load reduction factor are presented for practical use. Particularly, the conditions for trough values of the total horizontal wave forces are larger than crest values are discussed.
机译:基于斜向不规则波物理模型试验,研究了半圆形防波堤的水力特性。研究了波浪力对半圆形防波堤单位长度的影响,其主要影响因素包括波陡度H_s / L_s,相对波高H_s / d,d'/ H_s和入射角θ_0。另外,分析了波浪力的纵向分布以及纵向载荷的减小。给出了一些实际的纵向分布系数和纵向载荷减小系数的经验公式。特别地,讨论了总水平波力的谷值大于波峰值的条件。

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