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《Coastal Engineering》 1992-01
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EXPERIMENTAL STUDY ON IRREGULAR WAVE OVERTOPPING QUANTITIES

Yu Yuxiu Wei Debin (Dalian University of Technology 116024)  
The irregular wave overtopping quantities on both single sioping and vertical seawalls are experimentally investigated in this paper. Based on the experimental results, the formulas for calculating the dimensionless wave overtopping quantities are proposed. The effects of the slope of structure and the spectral width on the wave overtopping quantities are studied. Also discussed is the feasibility of using the probability distribution method to calculate irregular wave overtopping with regular wave overtopping quantities.
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【References】
Chinese Journal Full-text Database 5 Hits
1 LI Changliang,LIANG Bingchen (College of Engineering,Ocean University of China,Qingdao 266100,Shandong,China);A New Formulae for Estimating Irregular Wave Overtopping Rates[J];Marine Science Bulletin;2008-05
2 YU Yu-xiu,ZHAO Feng-ya,LI Xiao-liang,LU Gui-rong(The State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Mean wave overtopping discharge on vertical walls under oblique and multidirectional irregular waves[J];The Ocean Engineering;2007-03
3 LI Xiao-liang~(1),YU Yu-xiu~(1),ZHAO Feng-ya~(1),LU Gui-rong~(1) (1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Experimental study on mean overtopping discharge of sloping seawall under oblique and multidirectional irregular waves[J];Acta Oceanologica Sinica;2007-01
4 Wang Hong; Zhou Jiabao; Zhang Jiachang(Nanjing Hydraulic Research Institute);Estimating of irregular wave overtopping quantities on single sloping[J];JOURNAL OF NANJING HYDRAULIC RESEARCH INSTITUTE;1996-01
5 WANG Deng-ting1,YIN Chang-an2(1.Nanjing Hydraulic Research Institute,Nanjing 210024,China;2.Shanghai Hengxiang Beach Development and Management Co.,Ltd.,Shanghai 200122,China);Model experimental research on influence of wind on wave overtopping[J];Port & Waterway Engineering;2009-10
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Yu Guangming Zhang Jiachang Zhou Jiabao(Nanjing Hydraulic Research Institute);Overtopping discharge of wind wave on unitary slope dikes[J];;1991-03
【Co-references】
Chinese Journal Full-text Database 3 Hits
1 Yu Yuxiu and Liu Shuxue(Dalian University of technology);GENERATION OF THE MULTI-DIRECTIONAL RANDOM WAVES IN LABORATORY[J];The Ocean Engineering;1993-01
2 Wang Hong; Zhou Jiabao; Zhang Jiachang(Nanjing Hydraulic Research Institute);Estimating of irregular wave overtopping quantities on single sloping[J];JOURNAL OF NANJING HYDRAULIC RESEARCH INSTITUTE;1996-01
3 Zhang Jiachang;Zhou Jiabao;Wang Hong;Wave Volume Crossing Single-sloped Dike[J];Port & Waterway Engineering;1993-06
【Secondary References】
Chinese Journal Full-text Database 4 Hits
1 WU Su-shu1,2,ZHANG Wei1 (1.College of Ocean,Hohai University,Nanjing 210098,China;2.Transport Planning and Research Institute,Beijing 100028,China);Study on the overtopping effect for guiding arc parapet[J];Journal of Harbin Engineering University;2008-07
2 YU Yu-xiu,ZHAO Feng-ya,LI Xiao-liang,LU Gui-rong(The State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Mean wave overtopping discharge on vertical walls under oblique and multidirectional irregular waves[J];The Ocean Engineering;2007-03
3 LI Xiao-liang~(1),YU Yu-xiu~(1),ZHAO Feng-ya~(1),LU Gui-rong~(1) (1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Experimental study on mean overtopping discharge of sloping seawall under oblique and multidirectional irregular waves[J];Acta Oceanologica Sinica;2007-01
4 LI Xiao-liang1,YU Yu-xiu1 (1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Experimental study on single wave overtopping of sloping seawall under oblique and multidirectional irregular waves[J];Acta Oceanologica Sinica;2007-06
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