Breaking wave loads at vertical seawalls and breakwaters

被引:184
|
作者
Cuomo, Giovanni [1 ,2 ]
Allsop, William [1 ,3 ]
Bruce, Tom [4 ]
Pearson, Jonathan [5 ]
机构
[1] HR Wallingford, Coastal Struct Grp, Wallingford OX10 8BA, Oxon, England
[2] HAREC SRL, I-00165 Rome, Italy
[3] Univ Southampton, Dept Civil & Environm Engn, Southampton SO9 5NH, Hants, England
[4] Univ Edinburgh, Sch Engn & Elect, Edinburgh EH9 3LJ, Midlothian, Scotland
[5] Univ Warwick, Sch Engn, Coventry CV4 7AL, W Midlands, England
基金
英国工程与自然科学研究理事会;
关键词
Impulsive loads; Seawalls; Caisson breakwaters; Wave breaking; Pressure impulse; Wave impacts; PRESSURE-IMPULSE THEORY; IMPACT PRESSURES; SLOPING WALLS;
D O I
10.1016/j.coastaleng.2009.11.005
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents recent advances in knowledge on wave loads, based on experimental work carried out in the CIEM/LIM large flume at Barcelona within the framework of the VOWS (Violent Overtopping by Waves at Seawalls) project. Both quasi-static and impact wave forces from the new data set have been compared with predictions by empirical and analytical methods. The scatter in impact forces has been found to be large over the whole range of measurements, with no existing method giving especially good predictions. Based on general considerations, a simple and intuitive set of prediction formulae has been introduced for quasi-static and impact forces, and overturning moments, giving good agreement with the new measurements. New prediction formulae have been compared with previous measurements from physical model tests at small and large scale, giving satisfactory results over a relatively wide range of test conditions. The time variation of wave impacts is discussed, together with pressure distribution up the wall, which shows that within experimental limitations the measured pressures are within existing limits of previous study. (C) 2009 Published by Elsevier B.V.
引用
收藏
页码:424 / 439
页数:16
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