{"refrec":{"BRefID":232730,"RR":"<b>Burcharth, H.F.; Andersen, T.L.; Lara, J.L.</b> (2014). Upgrade of coastal defence structures against increased loadings caused by climate change: A first methodological approach. <i>Coast. Eng. 87</i>: 112-121. <a href=\"http://dx.doi.org/10.1016/j.coastaleng.2013.12.006\" target=\"_blank\">http://dx.doi.org/10.1016/j.coastaleng.2013.12.006</a>","BEntID":224441,"PublicFlag":1,"CheckedFlag":1,"wosflag":1,"vabbflag":1,"RefStringPartII":". <i>Coast. Eng. 87</i>: 112-121. <a href=\"http://dx.doi.org/10.1016/j.coastaleng.2013.12.006\" target=\"_blank\">http://dx.doi.org/10.1016/j.coastaleng.2013.12.006</a>","DocTypID":8,"DocType":"Journal article","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Burcharth, H.F.; Andersen, T.L.; Lara, J.L.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Burcharth, H.F. <i>et al.</i>","Englishabstract":"The paper presents a design exercise of upgrading a typical rock armoured revetment by modifying the structure profile and adding structure elements. Several concepts of upgrading are examined. A sea level rise corresponding to the mean of the IPCC 2007 predictions is used together with a slight increase in long-term wind/wave conditions as predicted for the North Sea by the Danish Coastal Authority. Both conditions of non-acceptable and acceptable increase in structure crest level are considered. Moreover, a scenario for steepening of the foreshore due to morphological changes caused by increased wave impacts is included. Only desk study tools are used for the upgrade designs. A simple comparative cost optimization analysis of the various upgrading solutions is presented, and conclusions are given for the preferred upgrading concept valid for the case study structure. A short discussion of the uncertainties related to upgrading design is included. 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