首页 | 本学科首页   官方微博 | 高级检索  
     检索      

Test Study on Erosion and Siltation Patterns of Sandy Bottom Before Mound Breakwater Under the Effect of Waves
作者单位:Zhang Furan,Wang Huaren Zhao Jun Assistant Researcher,Tianjin Research Institute of Water Transport Engineering,300456,Tianjin Assistant Engineer,Tianjin Research Institute of Water Transport Engineering,300456,Tianjin
摘    要:In this paper, the effect of waves on erosion of the sandy bottom before mound breakwaters is studied. The sandy bottom basically presents two erosion patterns, between which there is a transitional state, under the action of partially standing waves. The two erosion patterns can be determined by dimensionless parameter Us, defined in this paper. The erosion locations, depths and lengths can be estimated by a series of equations presented in the text. Irregular waves are employed in the test besides regular waves, and the effect of the irregular waves can be estimated by the element of equivalent waves, such as T1/3, H1/3.


Test Study on Erosion and Siltation Patterns of Sandy Bottom Before Mound Breakwater Under the Effect of Waves
Authors:Zhang Furan  Wang Huaren Zhao Jun Assistant Researcher  Tianjin Research Institute of Water Transport Engineering    Tianjin Assistant Engineer  Tianjin Research Institute of Water Transport Engineering    Tianjin
Institution:Zhang Furan,Wang Huaren Zhao Jun Assistant Researcher,Tianjin Research Institute of Water Transport Engineering,300456,Tianjin Assistant Engineer,Tianjin Research Institute of Water Transport Engineering,300456,Tianjin
Abstract:In this paper, the effect of waves on erosion of the sandy bottom before mound breakwaters is studied. The sandy bottom basically presents two erosion patterns, between which there is a transitional state, under the action of partially standing waves. The two erosion patterns can be determined by dimensionless parameter Us, defined in this paper. The erosion locations, depths and lengths can be estimated by a series of equations presented in the text. Irregular waves are employed in the test besides regular waves, and the effect of the irregular waves can be estimated by the element of equivalent waves, such as T1/3, H1/3.
Keywords:wave  mound breakwater  sea bottom  sand transport  erosion
本文献已被 CNKI 等数据库收录!
点击此处可从《中国海洋工程》浏览原始摘要信息
点击此处可从《中国海洋工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号