{"refrec":{"BRefID":225356,"RR":"<b>Kobayashi, N.; Pietropaolo, J.; Melby, J.A.</b> (2013). Deformation of reef breakwaters and wave transmission. <i>J. Waterway Port Coast. Ocean Eng. 139(4)</i>: 336-340. <a href=\"http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000180\" target=\"_blank\">http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000180</a>","BEntID":217079,"PublicFlag":1,"CheckedFlag":1,"wosflag":1,"vabbflag":null,"RefStringPartII":". <i>J. Waterway Port Coast. Ocean Eng. 139(4)</i>: 336-340. <a href=\"http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000180\" target=\"_blank\">http://dx.doi.org/10.1061/(ASCE)WW.1943-5460.0000180</a>","DocTypID":8,"DocType":"Journal article","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Kobayashi, N.; Pietropaolo, J.; Melby, J.A.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Kobayashi, N. <i>et al.</i>","Englishabstract":"The risk-based design of a reef breakwater requires the prediction of the temporal variations of the damage and wave transmission coefficient during storms. The cross-shore numerical model is extended to the landward zone of wave transmission. The extended model is compared with 148 tests for a reef breakwater with a narrow crest at or above the still water level where the narrow crest was lowered by wave action. The model is also compared with an experiment on a wide-crested submerged breakwater in which the crest height increased during 20 h wave action. 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