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- W2279572532 abstract "The wave transmission at low crested rubble mound breakwaters due to wave overtopping and wave penetration through the structure is addressed in this paper. Wave transmission past rubble mound breakwaters was investigated experimentally in 2D hydraulic model tests. The transmission at low crested structures is primarily determined by wave overtopping. The incident wave height, the freeboard and the crest width have been identified as governing parameters for the wave transmission. The effect of breakwater slope and wave steepness is insignificant for contemporary rubble mound breakwaters with interlocking armour. The fictitious run-up height (a function of incident wave height) and the equivalent freeboard (combining actual freeboard and crest width) have been applied for predicting the wave transmission by wave overtopping. A new wave transmission formula has been developed, which is applicable for low crested and submerged rubble mound breakwaters with relatively steep slopes (steeper than 1:2) and various crest geometries (crest width 0.5 < B/Hs,i < 5)." @default.
- W2279572532 created "2016-06-24" @default.
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- W2279572532 date "2011-01-01" @default.
- W2279572532 modified "2023-09-28" @default.
- W2279572532 title "Wave transmission past low crested and submerged breakwaters" @default.
- W2279572532 hasPublicationYear "2011" @default.
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