{"refrec":{"BRefID":214031,"RR":"<b>Geeraerts, J.; Troch, P.; De Rouck, J.; Van Damme, L.; Pullen, T.</b> (2004). Hazards resulting from wave overtopping-full scale measurements, <b><i>in</i></b>: Melby, J.E. (Ed.) <i>Coastal Structures 2003: Proceedings of the Conference, August 26-30, 2003, Portland, Oregon.</i> pp. 481-493. <a href=\"https://dx.doi.org/10.1061/40733(147)40\" target=\"_blank\">https://dx.doi.org/10.1061/40733(147)40</a>","BEntID":205875,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":", <b><i>in</i></b>: Melby, J.E. (Ed.) <i>Coastal Structures 2003: Proceedings of the Conference, August 26-30, 2003, Portland, Oregon.</i> pp. 481-493. <a href=\"https://dx.doi.org/10.1061/40733(147)40\" target=\"_blank\">https://dx.doi.org/10.1061/40733(147)40</a>","DocTypID":17,"DocType":"Book chapters","MarineFlag":1,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Geeraerts, J.; Troch, P.; De Rouck, J.; Van Damme, L.; Pullen, T.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Geeraerts, J. <i>et al.</i>","Englishabstract":"The objective of this paper is to describe the recently installed full scale measurement infrastructure to quantify hazards resulting from wave overtopping at the Zeebrugge rubble mound breakwater. First the measurement site and the specific set-up used for wave overtopping measurements is briefly described followed by the description and design of the instrumentation to quantify hazards. 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