WAVE REFLECTION FROM BREAKWATER

被引:18
作者
DICKSON, WS [1 ]
HERBERS, THC [1 ]
THORNTON, EB [1 ]
机构
[1] USN,POSTGRAD SCH,DEPT OCEANOG,MONTEREY,CA 93943
来源
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE | 1995年 / 121卷 / 05期
关键词
D O I
10.1061/(ASCE)0733-950X(1995)121:5(262)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new method is presented for estimating the reflection of a random, multidirectional sea from a coastal structure. The technique is applicable to an array of wave gauges of arbitrary geometry deployed seaward of the reflector. An expansion for small oblique wave-incidence angles is used to derive an approximate relationship between measured array cross-spectra and a small number of parameters that describe the incident-wave properties and the reflectivity of the structure. Model tests with simulated array data demonstrate that the gross properties of incident and reflected waves can be accurately estimated for wave-incidence angles less than about 30 degrees C. The new method is applied to array data acquired offshore of a permeable, rubble-mound breakwater in Monterey Bay, California. The estimated reflection coefficients decrease approximately linearly with increasing frequency. Whereas the observed reflections depend only weakly on the incident-wave energy, the fraction of the incident-wave energy flux transmitted through the breakwater decreases with increasing wave energy, suggesting that dissipation is enhanced with large-amplitude waves.
引用
收藏
页码:262 / 268
页数:7
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