Wave load on an innovative high mound composite breakwater: Results of large scale experiments and tentative design formulae

被引:0
|
作者
Muttray, M [1 ]
Oumeraci, H [1 ]
Shimosako, K [1 ]
Takahashi, S [1 ]
机构
[1] Tech Univ Braunschweig, Leichtweiss Inst, D-3300 Braunschweig, Germany
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中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The wave load on an innovative structure based on the concept of a high mound composite breakwater has been investigated in large-scale hydraulic model tests. The experimental results related to the pressure distribution and resulting wave forces on the superstructure as well as to the sliding stability are discussed. Wave load formulae for preliminary design have been developed for this new type of breakwater.
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页码:353 / 362
页数:4
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