{"refrec":{"BRefID":329942,"RR":"<b>Verwilligen, J.; Eloot, K.; Mostaert, F.</b> (2020). Nautisch onderzoek ligplaatsen Dender: advies – Ligplaatsen te Aalst en Erembodegem. Versie 6.0. <i>WL Rapporten</i>, 20_064_1. Waterbouwkundig Laboratorium: Antwerpen. 14 pp.","BEntID":323549,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 6.0. <i>WL Rapporten</i>, 20_064_1. Waterbouwkundig Laboratorium: Antwerpen.  14 pp.","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Verwilligen, J.; Eloot, K.; Mostaert, F.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Verwilligen, J.; Eloot, K.; Mostaert, F.","Englishabstract":null,"AbstractOtherLang":"Het Waterbouwkundig Laboratorium voerde in opdracht van de Vlaamse Waterweg NV, Regio West een analyse uit van het vereiste vaarwegpad voor een enkelstrookstraject door een CEMT-klasse I schip. Hiervoor werden de ontwerprichtlijnen uit SBE (2009) en Rijkswaterstaat (2017) met elkaar gecombineerd.<p> De analyse werd uitgevoerd voor twee locaties op de Dender met als doel de realisatie van een nieuwe steiger te:<br>1. linkeroever van het bovenpand te Stuwsluis Aalst (met en zonder brugpijler);<br> 2. rechteroever ter hoogte van sporthal Erembodegem.<br>De vereiste reservatieafstand uit de oever voor de beoogde afmeersteiger werd afgeleid uit Rijkswaterstaat (2017) en bedraagt 8.5 m.<p> De vaarwegpaden worden digitaal opgeleverd in de vorm van KMZ-bestanden en DXF-bestanden (Lambert 72) en laten toe om een geschikte zone voor de steigers te definiëren. 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