{"refrec":{"BRefID":104349,"RR":"<b>Wijnstra, R.</b> (1991). Westerschelde oeververbinding: benodigde doorvaartbreedte voor de scheepvaart tijdens de bouw van de tunnel. Ministerie van Verkeer en Waterstaat, Rijkswaterstaat, Dienst Verkeerskunde (RWS, DVK): Rotterdam.  15 + figuren pp.","BEntID":98123,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":". Ministerie van Verkeer en Waterstaat, Rijkswaterstaat, Dienst Verkeerskunde (RWS, DVK): Rotterdam.  15 + figuren pp.","DocTypID":13,"DocType":"Reports","MarineFlag":1,"FreshFlag":0,"BrackishFlag":1,"TerrestrialFlag":0,"Authorstring":"Wijnstra, R.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Wijnstra, R.","Englishabstract":null,"AbstractOtherLang":"Tijdens de bouw van de vaste Westerschelde oeververbinding zal men voor de bouw van het tunnel tracé gedurende een bepaalde tijd werk moeten uitvoeren in de Pas van Terneuzen. In deze notitie is onderzocht wat de invloed is van een beperkte doorvaartbreedte tijdens de bouw op de hinder van de scheepvaart. Ten eerste is onderzocht hoe groot de hinder voor de scheepvaart is bij een doorvaartbreedte van 600, 350, 300, 250 en 200 meter. Bij deze doorvaartbreedtes kunnen alle schepen de werkzaamheden tenminste enkelstrooks passeren. In het tweede deel van het onderzoek wordt er vanuit gegaan dat scheepvaart in de Pas van Terneuzen tijdens het afzinken van tunnelelementen in het midden van de vaarweg niet mogelijk is. De vaarweg is dan 36 uur gesperd voor alle scheepvaart. Onderzocht is wat de invloed van een beperkte doorvaartbreedte op het oplossen van de file is. Een doorvaartbreedte van resp. 200 en 250 meter na de versperring is onderzocht. 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