Violent overtopping of vertical seawalls under oblique wave conditions

被引:0
|
作者
Napp, N [1 ]
Bruce, T [1 ]
Pearson, J [1 ]
Allsop, W [1 ]
机构
[1] Univ Edinburgh, Sch Engn & Elect, Edinburgh EH9 3JL, Midlothian, Scotland
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中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Most prediction methods for wave overtopping are based on physical model tests under simple 2-D conditions. This paper describes final results of a physical model study measuring mean and wave-by-wave overtopping discharges over a vertical seawall under impulsive and oblique long-crested wave attack. The design guidance offered for these conditions shows that a significant reduction in overtopping can only be expected for obliquities > 30 degrees. With increasing obliquity, impulsive events transform to "impact-like" events (0 degrees < Chi <= 30 degrees) and then eventually to reflecting (non-breaking) waves (60 degrees). Spatial variability of overtopping volumes along the seawall could be measured and was considered in the design guidance.
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页码:4482 / 4493
页数:12
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