{"refrec":{"BRefID":209990,"RR":"<b>Hassan, W.; Willems, M.; Verwaest, T.; Mostaert, F.</b> (2011). Extreme wave characteristics inside the harbour of Oostende: physical modeling with different storm directions (T2). Version 2.0. <i>WL Rapporten</i>, 627_05. Waterbouwkundig Laboratorium: Antwerp. VII, 68 pp.","BEntID":201958,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Version 2.0. <i>WL Rapporten</i>, 627_05. Waterbouwkundig Laboratorium: Antwerp.  VII, 68 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Hassan, W.; Willems, M.; Verwaest, T.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Hassan, W. <i>et al.</i>","Englishabstract":"This data report presents the new measured data in the physical model of Oostende harbour. This model was built at Flanders Hydraulics Research to study wave characteristics inside the harbour after the construction of new breakwaters at the harbour entrance. The new set of experiments focused mainly on studying the waves inside the harbour with extreme super storms to determine boundary conditions for coastal safety evaluations of the sea defense structures inside the harbour. Three different storm directions were investigated (NNW, -37° and NW). Wave heights at different locations inside the harbour were measured and used to compute a wave penetration coefficient \"K<sub>d</sub>\"to investigate the efficiency of the selected scenario T2 (2 breakwaters), for reducing wave heights inside the harbour. 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