Effects of Obliquely Incident Waves on Overtopping for Vertical Walls

被引:3
作者
Kim, Young-Taek [1 ]
Shin, Sungwon [2 ]
Choi, Jun-Woo [1 ]
Lee, Jong-In [3 ]
机构
[1] Korea Inst Civil Engn & Bldg Technol, Hydro Sci & Engn Res Inst, Goyang, South Korea
[2] Korea Envionment Inst, Div Climate Change & Interdisciplinay Res, Sejong, South Korea
[3] Chonnam Natl Univ, Dept Marine & Civil Engn, Yeosu, South Korea
关键词
Wave overtopping; vertical wall; wave overtopping reduction factor;
D O I
10.2112/SI75-272.1
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In determination of the crest height of a vertical structure against attacking of obliquely incident waves, most of existing studies have suggested to use the overtopping reduction factor due to incident angles. However, they have not considered the amplification of wave heights and the spatial distribution of wave overtopping. In this study, a spatial distribution of wave overtopping along a vertical structure is experimentally investigated and also the wave overtopping reduction factors (gamma) for incident wave angle is suggested. When the incident angle becomes larger, the wave overtopping reduction factor decreases almost linearly. EurOtop (2007) suggested the constant gamma for beta>45 degrees, however the decreasing gamma was calculated from this study.
引用
收藏
页码:1357 / 1361
页数:5
相关论文
共 10 条
[1]   Three-dimensional investigations of wave overtopping on rubble mound structures [J].
Andersen, T. Lykke ;
Burcharth, H. F. .
COASTAL ENGINEERING, 2009, 56 (02) :180-189
[2]  
[Anonymous], 1994, COASTAL ENG 1994
[3]   Overtopping formulas for caisson breakwaters with nonbreaking 3D waves [J].
Franco, C ;
Franco, L .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1999, 125 (02) :98-108
[4]   Derivation of unified wave overtopping formulas for seawalls with smooth, impermeable surfaces based on selected CLASH datasets [J].
Goda, Yoshimi .
COASTAL ENGINEERING, 2009, 56 (04) :385-399
[5]  
Owen M.W., 1980, DESIGN SEAWALLS ALLO
[6]  
Pullen T., 2007, EUR OV MAN WAV OV SE
[7]  
Van der Meer J.W., 2013, J WATERWAY PORT COAS, P140, DOI [10.1061/(ASCE)WW.1943-5460.0000221, DOI 10.1061/(ASCE)WW.1943-5460.0000221]
[8]  
Van der Meer J.W., 1995, WAVE FORCES INCLINED, P1
[9]   Neural network modelling of wave overtopping at coastal structures [J].
van Gent, Marcel R. A. ;
van den Boogaard, Henk F. P. ;
Pozueta, Beatriz ;
Medina, Josep R. .
COASTAL ENGINEERING, 2007, 54 (08) :586-593
[10]   Wave Overtopping at Smooth Impermeable Steep Slopes with Low Crest Freeboards [J].
Victor, Lander ;
Troch, Peter .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2012, 138 (05) :372-385