{"refrec":{"BRefID":355840,"RR":"<b>Holman, R.A.</b> (1986). Extreme value statistics for wave run-up on a natural beach. <i>Coast. Eng. 9(6)</i>: 527-544. <a href=\"https://dx.doi.org/10.1016/0378-3839(86)90002-5\" target=\"_blank\">https://dx.doi.org/10.1016/0378-3839(86)90002-5</a>","BEntID":353554,"PublicFlag":1,"CheckedFlag":0,"wosflag":1,"vabbflag":1,"RefStringPartII":". <i>Coast. Eng. 9(6)</i>: 527-544. <a href=\"https://dx.doi.org/10.1016/0378-3839(86)90002-5\" target=\"_blank\">https://dx.doi.org/10.1016/0378-3839(86)90002-5</a>","DocTypID":8,"DocType":"Journal article","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Holman, R.A.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Holman, R.A.","Englishabstract":"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,έ = β/(H/L<sub>0</sub>) <sup>1/2</sup>. 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.","AbstractOtherLang":null,"BibLvlCode":"AS","StandardTitle":"Extreme value statistics for wave run-up on a natural beach","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2026-06-15 01:33:44.977063","timezone_type":1,"timezone":"+02:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":null,"OtherDescriptors":null,"Notes":null,"AnaPub":1986,"MonPub":null,"DateUpdate":"2022-09-29","DateCreate":"2022-09-29","SecASFANote":null,"ConfID":null,"PeerRev":1,"VlizCoreFlag":1,"WoScode":"WOS:A1986A644400002","VABBcode":null,"OpenAcc":0,"DOI":"10.1016/0378-3839(86)90002-5"},"refs":null,"anarec":{"AnaID":355840,"PubliDate":1986,"Pagination":"527-544","XtraPublOfAnaID":null,"ISBN":null,"Volume":"9","Issue":"6","BRefMon":null,"BRefMonRR":null,"BRefXtra":null,"BRefXtraRR":null,"SerBRefID":203120,"SerRR":"Coastal Engineering: An International Journal for Coastal, Harbour and Offshore Engineers. 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