| Hydraulic Design Method of Wave Dissipating Structure with Partially Perforated Front Wall |
| |
| 作者单位： | Li Rongqing
Engineer，The First Design Institute of Navigation Engineering of Ministry of Communictions，Tianjin 300222 |
| |
| 摘 要： | Based on the matching conditions of different fluid regions, the eigenfunction expansion method is used to develop a theoretical formula for wave reflection in front of the perforated structure with a partially slit front wall. The accuracy of the solution is verified by comparing the numerical results with experimental data. In addition, a new hydraulic design method is developed by derivation of the theoretical formula with respect to the porosity of the slit wall, and the results of this design method is drafted for harbour engineers to use.
|
Hydraulic Design Method of Wave Dissipating Structure with Partially Perforated Front Wall |
| |
| Authors: | Li Rongqing
Engineer The First Design Institute of Navigation Engineering of Ministry of Communictions Tianjin |
| |
| Institution: | Li Rongqing
Engineer,The First Design Institute of Navigation Engineering of Ministry of Communictions,Tianjin 300222 |
| |
| Abstract: | Based on the matching conditions of different fluid regions, the eigenfunction expansion method is used to develop a theoretical formula for wave reflection in front of the perforated structure with a partially slit front wall. The accuracy of the solution is verified by comparing the numerical results with experimental data. In addition, a new hydraulic design method is developed by derivation of the theoretical formula with respect to the porosity of the slit wall, and the results of this design method is drafted for harbour engineers to use. |
| |
| Keywords: | wave dissipating structure hydraulic design method |
| 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 |
