{"title":"波浪与浮动防波堤的相互作用","authors":"H. Teh, N. I. Mohammed","doi":"10.1109/CHUSER.2012.6504286","DOIUrl":null,"url":null,"abstract":"The present paper describes the hydraulic performance of a newly developed floating breakwater in regular waves. Laboratory tests were conducted with the aim of determining the wave transmission, reflection and energy dissipation characteristics of the breakwater model under various wave conditions. A comparison of wave attenuation ability between the present breakwater and other breakwater designs with similar geometrical criteria has been made. In addition, wave interactions with the breakwater are also explored with respect to the effect of wave steepness and water depth.","PeriodicalId":444674,"journal":{"name":"2012 IEEE Colloquium on Humanities, Science and Engineering (CHUSER)","volume":"7 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2012-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Wave interactions with a floating breakwater\",\"authors\":\"H. Teh, N. I. Mohammed\",\"doi\":\"10.1109/CHUSER.2012.6504286\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The present paper describes the hydraulic performance of a newly developed floating breakwater in regular waves. Laboratory tests were conducted with the aim of determining the wave transmission, reflection and energy dissipation characteristics of the breakwater model under various wave conditions. A comparison of wave attenuation ability between the present breakwater and other breakwater designs with similar geometrical criteria has been made. In addition, wave interactions with the breakwater are also explored with respect to the effect of wave steepness and water depth.\",\"PeriodicalId\":444674,\"journal\":{\"name\":\"2012 IEEE Colloquium on Humanities, Science and Engineering (CHUSER)\",\"volume\":\"7 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2012-12-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"2012 IEEE Colloquium on Humanities, Science and Engineering (CHUSER)\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1109/CHUSER.2012.6504286\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"2012 IEEE Colloquium on Humanities, Science and Engineering (CHUSER)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/CHUSER.2012.6504286","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
The present paper describes the hydraulic performance of a newly developed floating breakwater in regular waves. Laboratory tests were conducted with the aim of determining the wave transmission, reflection and energy dissipation characteristics of the breakwater model under various wave conditions. A comparison of wave attenuation ability between the present breakwater and other breakwater designs with similar geometrical criteria has been made. In addition, wave interactions with the breakwater are also explored with respect to the effect of wave steepness and water depth.
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