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抛石潜堤消浪特性试验研究

Wave transformation over riprap submerged permeable breakwater

中文摘要英文摘要

潜堤是防止海岸侵蚀的常用建筑物,在保护海岸线免于海浪侵袭和保护港池作业安全方面发挥了非常重要的作用。本文以抛石潜堤为研究对象,通过物理模型试验研究规则正弦波在抛石透水潜堤附近的消浪特性以及波浪的沿程变化,探讨相对堤顶水深a/H、波陡H/L等因素对抛石透水潜堤透射系数和反射系数的影响。

Submerged breakwater is the common wave absorbing structures in coastal engineering and port projects. It is play a very important role in the protection of the coastline as well as the job security from the wave attack. The paper studies upon the riprap submerged permeable breakwater. we study the wave absorbing characteristics, fragmentation patterns and wave height changes along the bed when the sinusoidal wave pass through the breakwaters, besides, we investigate the relative crest depth a/H, wavsteepness H/L effect the transmission coefficient and reflection coefficient of the submerged breakwater.

蒋昌波、张陈浩、王瑞雪、袁胜良、王刚

港湾工程水工结构

抛石透水潜堤反射系数透射系数

the riprap submerged permeable breakwaterreflection coefficienttransmission coefficient

蒋昌波,张陈浩,王瑞雪,袁胜良,王刚.抛石潜堤消浪特性试验研究[EB/OL].(2011-06-13)[2025-08-11].http://www.paper.edu.cn/releasepaper/content/201106-229.点此复制

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