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
[41]   Wave defending effects of V-type bottom-mounted breakwaters [J].
Miao, GP ;
Cheng, JS ;
You, YX ;
Wang, JQ .
CHINA OCEAN ENGINEERING, 2005, 19 (02) :195-204
[42]   Prediction of wave reflection for quarter circle breakwaters using soft computing techniques [J].
Ramesh, N. ;
Bhaskaran, S. ;
Rao, Subba .
INDIAN JOURNAL OF GEO-MARINE SCIENCES, 2022, 51 (06) :511-516
[43]   An algebraic method of solution of a water wave scattering problem involving an asymmetrical trench [J].
Kaur, Amandeep ;
Martha, S. C. ;
Chakrabarti, A. .
COMPUTATIONAL & APPLIED MATHEMATICS, 2020, 39 (03)
[44]   Simplified analytical solutions for wave interaction with absorbing-type caisson breakwaters [J].
Williams, AN ;
Mansor, AEM ;
Lee, HS .
OCEAN ENGINEERING, 2000, 27 (11) :1231-1248
[45]   Wave reflection from partially perforated-wall caisson breakwater [J].
Suh, KD ;
Park, JK ;
Park, WS .
OCEAN ENGINEERING, 2006, 33 (02) :264-280
[46]   Simple and explicit neural network-derived formula to estimate wave reflection on mound breakwaters [J].
Diaz-Carrasco, Pilar ;
Molines, Jorge ;
Gomez-Martin, M. Esther ;
Medina, Josep R. .
COASTAL ENGINEERING, 2023, 186
[47]   Random Wave-Induced Momentary Liquefaction around Rubble Mound Breakwaters with Submerged Berms [J].
Celli, Daniele ;
Li, Yuzhu ;
Ong, Muk Chen ;
Di Risio, Marcello .
JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2020, 8 (05)
[48]   Analytical Research on Wave Diffraction on Arc-Shaped Bottom-Mounted Perforated Breakwaters [J].
程建生 ;
缪国平 ;
王景全 .
ChinaOceanEngineering, 2007, (03) :417-428
[49]   Analytical research on wave diffraction on arc-shaped bottom-mounted perforated breakwaters [J].
Cheng Jian-Sheng ;
Miao Guo-Ping ;
Wang Jing-Quan .
CHINA OCEAN ENGINEERING, 2007, 21 (03) :417-428
[50]   Experimental study on the wave reflection of partially perforated wall caissons with single and double chambers [J].
Lee, Jong-In ;
Shin, Sungwon .
OCEAN ENGINEERING, 2014, 91 :1-10