{"refrec":{"BRefID":284187,"RR":"<b>Coen, L.; Vanderkimpen, P.; Verwaest, T.; Mostaert, F.</b> (2017). GOG Anderstadt afwaarts: optimalisatie overloopdijkhoogte. Versie 4.0. <i>WL Rapporten</i>, 16_102_1. Waterbouwkundig Laboratorium: Antwerpen. VIII, 37 pp.","BEntID":276210,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 4.0. <i>WL Rapporten</i>, 16_102_1. Waterbouwkundig Laboratorium: Antwerpen.  VIII, 37 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Coen, L.; Vanderkimpen, P.; Verwaest, T.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Coen, L. <i>et al.</i>","Englishabstract":null,"AbstractOtherLang":"Het bestaand GOG Anderstadt afwaarts zal ihkv het geactualiseerde Sigmaplan ontpolderd worden, door middel van het aanleggen van een nevengeul door het gebied. Door deze nevengeul aan te takken door middel van kokers blijft het mogelijk dit gebied in te schakelen als GOG. Bij verwachting van overtopping van de overloopdijk kunnen de kokers gesloten worden zodat enkel inwatering over de overloopdijk mogelijk is. Momenteel is de overloopdijk van het GOG te laag en kent het GOG bij elk hoog springtij reeds GOG-werking.<p>Met behulp van scenarioberekeningen wordt gezocht naar een overloopdijkhoogte waarbij het GOG een zo groot mogelijke bijdrage heeft wat betreft veiligheid. Deze wordt begroot op basis van de verlaging van het maximum waterpeil in de Benedennete. Ook de GOG-werking van de andere GOG’s aan de Benedennete wordt in rekening gebracht. Uit de resultaten van de scenarioberekeningen blijkt echter niet eenduidig bij welke overloopdijkhoogte de bijdrage betreffende veiligheid het grootst is. 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