{"refrec":{"BRefID":353503,"RR":"<b>Coen, L.; Vanderkimpen, P.</b> (2022). Sigma – Zandwinningsput Melle: deelrapport 1. Extra scenarioberekeningen. Versie 4.0. <i>WL Rapporten</i>, 22_023_1. Waterbouwkundig Laboratorium: Antwerpen. VI, 19 pp. <a href=\"https://dx.doi.org/10.48607/116\" target=\"_blank\">https://dx.doi.org/10.48607/116</a>","BEntID":351213,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 4.0. <i>WL Rapporten</i>, 22_023_1. Waterbouwkundig Laboratorium: Antwerpen.  VI, 19 pp. <a href=\"https://dx.doi.org/10.48607/116\" target=\"_blank\">https://dx.doi.org/10.48607/116</a>","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Coen, L.; Vanderkimpen, P.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Coen, L.; Vanderkimpen, P.","Englishabstract":null,"AbstractOtherLang":"Op vraag van De Vlaamse Waterweg Regio Centraal wordt gezocht naar een configuratie van in- en uitwateringskokers voor zandwinningsput Melle waarbij een schommeling van het waterpeil met 0,5 m, tussen 4,0 en 4,5 mTAW, optreedt in normale getij-omstandigheden. Een configuratie van één inwateringskoker en één uitwateringskoker laat een adaptief beheer van het gebied toe. De bodempeilen van de kokers zijn respectievelijk 4,0 mTAW en 3,8 mTAW; met schotbalkhoogten van respectievelijk 20 en 10 cm. Voor een kleinere peilschommeling, boven 4 mTAW, kan de breedte van de kokers gehalveerd worden, daarbij wordt het drempelpeil van de uitwatering verlaagd naar 3,8 mTAW.<br>Het doorrekenen van bovenstaande configuratie voor de in- en uitwateringskokers van zandwinningsput Melle voor verschillende stormen toont aan dat de vooropgestelde ringdijkhoogte van 8,0 mTAW behouden dient te blijven. ","BibLvlCode":"MS","StandardTitle":"Sigma – Zandwinningsput Melle: deelrapport 1. 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