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• W1970421922 abstract "Statistics of wave run-up maxima have been calculated for 149 35-minutes data runs from a natural beach. During the experiment incident wave height varied from 0.4 to 4.0 m, incident wave period from 6 to 16 s, and beach face slope from 0.07 to 0.20. Four extreme statistics were calculated; the maximum run-up height during each run, the 2% exceedence level of shoreline elevation, the 2% exceedence height for individual run-up peaks, and the 2% exceedence level for swash height as determined by the zero-upcrossing method. These statistics were best parameterized when normalized by the incident significant wave height and plotted against the Iribarren number, ξ = β/(H/L0)12. The swash data (with set-up removed) showed less scatter than total run-up (with set-up included). For Iribarren number greater than 1.5 the run-up was dominated by the incident frequencies, for lower Iribarren number longer period motions dominated the swash. A reasonable value of wave steepness for a fully developed storm sea is 0.025 so that a storm Iribarren number can be estimated as 6.3 times the beach slope. Using this and an offshore design wave height, the included graphs may provide guidance in determining a design run-up height." @default.
• W1970421922 created "2016-06-24" @default.
• W1970421922 creator A5023572017 @default.
• W1970421922 date "1986-03-01" @default.
• W1970421922 modified "2023-10-16" @default.
• W1970421922 title "Extreme value statistics for wave run-up on a natural beach" @default.
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• W1970421922 doi "https://doi.org/10.1016/0378-3839(86)90002-5" @default.
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