{"refrec":{"BRefID":282851,"RR":"<b>Coen, L.; Vanderkimpen, P.; Vanlede, J.; Verwaest, T.; Mostaert, F.</b> (2017). Integraal plan Boven-Zeeschelde – Veiligheidstoets B-&C-alternatieven: deelrapport 1. Kalibratie Zeescheldemodel. Versie 5.0. <i>WL Rapporten</i>, 14_176_1. Waterbouwkundig Laboratorium: Antwerpen. XXVII, 54 + 199 p. bijl. pp.","BEntID":274869,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 5.0. <i>WL Rapporten</i>, 14_176_1. Waterbouwkundig Laboratorium: Antwerpen.  XXVII, 54 + 199 p. bijl. pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Coen, L.; Vanderkimpen, P.; Vanlede, J.; Verwaest, T.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Coen, L. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"In het kader van project ‘Onderhoud MIKE11 modellen’ werd het 1D numeriek model van de Zeeschelde en tijgebonden zijrivieren geactualiseerd. Na deze actualisatie diende het model opnieuw gekalibreerd te worden. De ruwheid van de rivierbedding is gebruikt als kalibratieparameter. De resultaten van de modelberekeningen zijn vergeleken met gemeten waterpeilen voor drie kalibratieperioden, waaronder één periode met gemiddeld getij en twee stormperioden. Bijkomend is een validatie van de gemodelleerde waterpeilen uitgevoerd voor drie validatieperioden, waaronder één periode met verhoogde bovenafvoer en twee stormperioden. De debieten tijdens de kalibratieperiode met gemiddeld getij langs de Zeeschelde en Rupel zijn vergeleken met gemeten debieten. De kwaliteit van het gekalibreerde model wordt beschreven aan de hand van RMSE- en bias-waarden van de tijdreeksen van de waterpeilen, hoogwaters en laagwaters, het verschil in M2 amplitude en het vectorieel verschil op basis van de harmonische componenten tussen gesimuleerde en gemeten waterpeilen. 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