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- W4247757130 abstract "Fenton’s short-crested wave force approximations were modified for designing a vertical breakwater in deep water regions. The theoretical water surface profiles and depth-distributions of hydrodynamic pressure in front of a vertical breakwater were first evaluated with field wave conditions of height HD = 10m and period T = 9.6s at depths d from 20m to 40m. The calculations immediately illustrated characteristics of residual pressures at wave crest and exponentially decreasing profiles under design water level. As d increased, wave crest height decreased as well and the crest pressure deviations became negligible while overestimated pressure force by assuming linear under-water pressure distributions became more significant. Through appropriate modifications, a design wave force model were proposed and compared with Goda’s design formulae for standing waves. Results clearly displayed that 45° incident short-crested waves could induce greater total wave forces on a vertical breakwater than those by Goda’s formulae at the same depth. Differences became greater at d = 40m by about 12% ∼ 17% for T = 10s and 17% ∼ 29% for T = 18s based on Fenton’s 2nd and 3rd-order approximations." @default.
- W4247757130 created "2022-05-12" @default.
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- W4247757130 date "1997-08-05" @default.
- W4247757130 modified "2023-10-18" @default.
- W4247757130 title "A Design Short-Crested Wave Force Model for Vertical Deep-Water Breakwaters" @default.
- W4247757130 doi "https://doi.org/10.1061/9780784402429.193" @default.
- W4247757130 hasPublicationYear "1997" @default.
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