{"refrec":{"BRefID":210722,"RR":"<b>De Vos, L.; Frigaard, P.; De Rouck, J.</b> (2007). Wave run-up on cylindrical and cone shaped foundations for offshore wind turbines. <i>Coast. Eng. 54(1)</i>: 17-29. <a href=\"http://dx.doi.org/10.1016/j.coastaleng.2006.08.004\" target=\"_blank\">dx.doi.org/10.1016/j.coastaleng.2006.08.004</a>","BEntID":202644,"PublicFlag":1,"CheckedFlag":1,"wosflag":1,"vabbflag":1,"RefStringPartII":". <i>Coast. Eng. 54(1)</i>: 17-29. <a href=\"https://dx.doi.org/10.1016/j.coastaleng.2006.08.004\" target=\"_blank\">https://dx.doi.org/10.1016/j.coastaleng.2006.08.004</a>","DocTypID":8,"DocType":"Journal article","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"De Vos, L.; Frigaard, P.; De Rouck, J.","OrigTitleTranslFlag":0,"Authorstringtrunc":"De Vos, L. <i>et al.</i>","Englishabstract":"During the last decade, several offshore wind-farms were built and offshore wind energy promises to be a suitable alternative to provide green energy. However, there are still some engineering challenges in placing the foundations of offshore wind turbines. For example, wave run-up and wave impacts cause unexpected damage to boat landing facilities and platforms. To assess the forces due to wave run-up, the distribution of run-up around the pile and the maximum run-up height need to be known. This article describes a physical model study of the run-up heights and run-up distribution on two shapes of foundations for offshore wind turbines, including both regular and irregular waves. The influence of wave steepness, wave height and water depth on run-up is investigated. The measured run-up values are compared with applicable theories and previous experimental studies predicting run-up on a circular pile. <br>The results show that the shape of the foundation substantially affects the maximum run-up level, increasing the expected run-up value. A new relationship between the wave climate (regular and irregular waves) and the run-up is suggested. For this, the velocity stagnation head theory is adjusted and second order Stokes equations are used to calculate the wave kinematics in the crest. The variation of the run-up around the pile is measured and it is found that the position with the lowest run-up level is located under 135, while the run-up at that position amounts to approximately 40% to 50% of the maximum run-up.","AbstractOtherLang":null,"BibLvlCode":"AS","StandardTitle":"Wave run-up on cylindrical and cone shaped foundations for offshore wind turbines","OrigTitleLangCode":"en","OrigTitleLangCodeExtended":"eng","OrigTitleLangID":15,"DateLastModified":{"date":"2024-12-10 01:33:17.368041","timezone_type":1,"timezone":"+01:00"},"UserAccessRight":null,"UserAccID":null,"AuthorKeywords":"wave run-up; cylindrical monopile; conical monopile; offshore wind","OtherDescriptors":null,"Notes":null,"AnaPub":2007,"MonPub":null,"DateUpdate":"2012-02-01","DateCreate":"2011-12-22","SecASFANote":null,"ConfID":null,"PeerRev":1,"VlizCoreFlag":1,"WoScode":"WOS:000243812000002","VABBcode":null,"OpenAcc":0,"DOI":"10.1016/j.coastaleng.2006.08.004"},"refs":null,"anarec":{"AnaID":210722,"PubliDate":2007,"Pagination":"17-29","XtraPublOfAnaID":null,"ISBN":null,"Volume":"54","Issue":"1","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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