Water wave scattering by partially reflecting breakwaters

被引:0
作者
Kyung-Duck Suh
Hanna Kim
机构
[1] Seoul National University,Department of Civil and Environmental Engineering & Engineering Research Institute
[2] Korea Ocean Research & Development Institute,Coastal Engineering Research Department
来源
KSCE Journal of Civil Engineering | 2008年 / 12卷
关键词
analytic solution; breakwaters; harbor tranquility; wave diffraction; wave reflection;
D O I
暂无
中图分类号
学科分类号
摘要
Following the approach used by Penney and Price in 1952, analytical solutions are derived for water wave scattering by a semi-infinite breakwater or a breakwater gap of partial reflection. The water depth is constant and a regular wave train is normally incident to the breakwater. Wave scattering is studied based on the linear potential wave theory. The governing equation is transformed into ordinary differential equations by using the method of variation of parameters and coordinate transformation. Using the analytic solution, the tranquility of harbor entrance is investigated by changing the reflection coefficient at the breakwater. As expected, the wave height is reduced at the harbor entrance as the wave reflection from the breakwater decreases.
引用
收藏
页码:71 / 76
页数:5
相关论文
共 50 条
[1]   Water Wave Scattering by Partially Reflecting Breakwaters [J].
Suh, Kyung-Duck ;
Kim, Hanna .
KSCE JOURNAL OF CIVIL ENGINEERING, 2008, 12 (02) :71-76
[2]   Scattering of obliquely incident water waves by partially reflecting non-transmitting breakwaters [J].
Kim, Hanna ;
Do, Ki Deok ;
Suh, Kyung-Duck .
OCEAN ENGINEERING, 2011, 38 (01) :148-158
[3]   Mathematical model of wave diffraction for partially reflecting breakwaters [J].
Zhou, Peixin ;
Zhang, Hongsheng ;
Wu, Hao .
APPLIED OCEAN RESEARCH, 2023, 138
[4]   Water wave scattering by an array of rectangular breakwaters on a step bottom topography [J].
Mondal, R. ;
Alam, Md Mahbub .
OCEAN ENGINEERING, 2018, 169 :359-369
[5]   Wave Resonance and Dissipation in Collections of Partially Reflecting Vertical Cylinders [J].
Steward, David R. .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2018, 144 (04)
[6]   Advance in wave reflection estimation for rubble mound breakwaters: The importance of the relative water depth [J].
Diaz-Carrasco, Pilar ;
Eldrup, Mads Roge ;
Andersen, Thomas Lykke .
COASTAL ENGINEERING, 2021, 168
[7]   Wave interaction with a partially reflecting vertical wall protected by a submerged porous bar [J].
Zhao Yang ;
Liu Yong ;
Li Huajun .
JOURNAL OF OCEAN UNIVERSITY OF CHINA, 2016, 15 (04) :619-626
[8]   EFFECTIVE ESTIMATION OF WATER WAVES SCATTERING BY DOUBLE-ROW PILE BREAKWATERS [J].
Nejadkazem, Omid ;
Gharabaghi, Ahmad Reza Mostafa .
PROCEEDINGS OF THE ASME 31ST INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2012, VOL 5, 2012, :433-440
[9]   Analytical Method for the Wave Diffraction of Asymmetrically Arranged Breakwaters [J].
Zhou, Pei-xin ;
Zhang, Hong-sheng .
CHINA OCEAN ENGINEERING, 2024, 38 (05) :797-808
[10]   Wave kinematics in front of caisson breakwaters [J].
Bruce, T ;
Vicinanza, D .
PROCEEDINGS OF THE EIGHTH INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 3, 1998, :658-664