Hydraulic performance of different non-overtopped breakwater types under 2D wave attack
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- 作者：Montse Ví ; lchez ; mvilchezsolis@ugr.es" class="auth_mail" title="E-mail the corresponding author ; Marí ; a Clavero mclavero@ugr.es" class="auth_mail" title="E-mail the corresponding author ; Miguel A. Losada mlosada@ugr.es" class="auth_mail" title="E-mail the corresponding author
- 关键词：Breakwater ; Coastal structures ; Hydraulic performance ; Wave reflection ; Wave transmission ; Wave energy dissipation
- 刊名：Coastal Engineering
- 出版年：2016
- 出版时间：January 2016
- 年：2016
- 卷：107
- 期：Complete
- 页码：34-52
- 全文大小：2216 K
文摘
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The complex reflection and transmission coefficients in terms of the breakwater and wave characteristics have been derived.
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A logistic sigmoid function has been used to describe the variation in the reflection and transmission coefficients.
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The results provide the characterization of the hydraulic performance of the breakwater in response to wave action.
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This work includes the reflection phase when defining the wave regime in front of, inside, and leeward of the breakwater
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These curves, along with the parameters obtained, can be used in preliminary breakwater design.