Modified Hunt's equation incorporating wave setup

被引:41
作者
Hedges, TS
Mase, H
机构
[1] Univ Liverpool, Dept Civil Engn, Liverpool L69 3GQ, Merseyside, England
[2] Kyoto Univ, Disaster Prevent Res Inst, Kyoto 6110011, Japan
关键词
random waves; breaking waves; wave runup; slopes; beaches;
D O I
10.1061/(ASCE)0733-950X(2004)130:3(109)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Hunt's equation provides a simple means of estimating the runup of breaking waves. However, breaking waves also induce setup on a slope. A modification to Hunt's equation is advocated which accounts for the presence of wave setup. Support for the modification is provided by data from model tests involving random waves approaching smooth, impermeable slopes of 1:5, 1:10, 1:20, and 1:30. Coefficients to be used in the modified equation are given which allow the significant runup and other characteristic values to be estimated.
引用
收藏
页码:109 / 113
页数:5
相关论文
共 8 条
[1]  
Battjes J.A., 1974, Computation of Set-Up, Longshore Currents, Run-Up and Overtopping Due to Wind-Generated Waves
[2]  
*CIRIA CUR, 1991, SPEC PUBL CIRIA CUR, V83
[3]   EXTREME VALUE STATISTICS FOR WAVE RUN-UP ON A NATURAL BEACH [J].
HOLMAN, RA .
COASTAL ENGINEERING, 1986, 9 (06) :527-544
[4]  
Hunt I., 1959, J. Waterw. Harb. Div., V85, P123, DOI [10.1061/JWHEAU.0000129, DOI 10.1061/JWHEAU.0000129]
[5]   RANDOM WAVE RUNUP HEIGHT ON GENTLE SLOPE [J].
MASE, H .
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 1989, 115 (05) :649-661
[6]   WAVE SETUP AND RUNUP - AN INTEGRATED APPROACH [J].
NIELSEN, P .
COASTAL ENGINEERING, 1989, 13 (01) :1-9
[7]  
NIELSEN P, 1991, J COASTAL RES, V7, P1139
[8]  
Svendsen I. A., 1976, HYDRODYNAMICS COASTA