| LIU Hongjie,LIU Yong,LI Yucheng.The theoretical study on diagonal wave interaction with perforated-wall breakwater with rock fill[J].Acta Oceanologica Sinica,2009,(6):103-110 |
| The theoretical study on diagonal wave interaction with perforated-wall breakwater with rock fill |
| The theoretical study on diagonal wave interaction with perforated-wall breakwater with rock fill |
| 投稿时间：2008-09-13 修订日期：2009-06-24 |
| DOI： |
| 中文关键词: diagonal wave perforated wall rock fill reflection coefficient wave force |
| 英文关键词:diagonal wave perforated wall rock fill reflection coefficient wave force |
| 基金项目:The Natural Science Foundation of Shandong Province under contract No. Q2008F01, the Specialized Research Fund for the Doctoral Program of Higher Education under contract No. 200804231006, and the Found of Shandong Province Key Laboratory of Ocean Engineering. |
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| 中文摘要: |
| The interaction of diagonal waves with perforated-wall breakwater partially filled with rock fill is studied using the linear potential theory. By means of the matched eigenfunction expansion method, an analytical method is presented to calculate the reflection coefficient and the wave force coefficient of the breakwater. The calculated results of the reflection coefficient for limiting cases are the same to the existing results. The main effect factors of the reflection coefficient and the wave force coefficient are analyzed by numerical examples. With the increasing of thickness of rock fill, the wave force coefficient on the perforated wall generally decreases, while the reflection coefficient increases. With the increasing of the incident angle of the wave, the reflection coefficient of the breakwater first decreases, reaches its minimum, and then increases monotonously. |
| 英文摘要: |
| The interaction of diagonal waves with perforated-wall breakwater partially filled with rock fill is studied using the linear potential theory. By means of the matched eigenfunction expansion method, an analytical method is presented to calculate the reflection coefficient and the wave force coefficient of the breakwater. The calculated results of the reflection coefficient for limiting cases are the same to the existing results. The main effect factors of the reflection coefficient and the wave force coefficient are analyzed by numerical examples. With the increasing of thickness of rock fill, the wave force coefficient on the perforated wall generally decreases, while the reflection coefficient increases. With the increasing of the incident angle of the wave, the reflection coefficient of the breakwater first decreases, reaches its minimum, and then increases monotonously. |
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