{"refrec":{"BRefID":365223,"RR":"<b>Goossens, M.; Vos, G.; Plancke, Y.</b> (2023). Overleg Flexibel Storten - StortingenSN61: hydrodynamische modellering stortingen SN61. Versie 3.0. <i>WL Rapporten</i>, 00_031_30. Waterbouwkundig Laboratorium: Antwerpen. V, 11 + 15 p. bijl. pp. <a href=\"https://dx.doi.org/10.48607/198\" target=\"_blank\">https://dx.doi.org/10.48607/198</a>","BEntID":362943,"PublicFlag":1,"CheckedFlag":0,"wosflag":0,"vabbflag":0,"RefStringPartII":". Versie 3.0. <i>WL Rapporten</i>, 00_031_30. Waterbouwkundig Laboratorium: Antwerpen.  V, 11 + 15 p. bijl. pp. <a href=\"https://dx.doi.org/10.48607/198\" target=\"_blank\">https://dx.doi.org/10.48607/198</a>","DocTypID":13,"DocType":"Reports","MarineFlag":0,"FreshFlag":1,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Goossens, M.; Vos, G.; Plancke, Y.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Goossens, M.; Vos, G.; Plancke, Y.","Englishabstract":null,"AbstractOtherLang":"Door een sterke reductie in de resterende stortcapaciteit in het oostelijk deel van de Westerschelde wordt  de mogelijkheid onderzocht om stortingen uit te voeren in nevengeulstortzone SN61. Er werd beslist om een  stortproef uit te voeren in de meest zuidelijk gelegen stortvakken van de nevengeulstortzone om de aanvoer  van sediment naar de Schaar van de Noord, die de neiging heeft tot aanzanden, te beperken. Voorliggend  rapport gaan dieper in op het effect van de stortingen in SN61 op de hydrodynamische condities in de  nevengeul. Door middel van numerieke 2D modellering met Delft3D software werden twee scenario’s  doorgerekend. Een eerste simulatie zonder stortingen werd als referentiescenario aangenomen, in een  tweede simulatie werd de bathymetrie in de aangeduide stortvakken om de stortingen te simuleren  opgehoogd tot -5 m LAT. Het effect van het aangebrachte stortlichaam werd geanalyseerd voor de maximale  vloed en ebsnelheid.<br>Het effect van het aanbrengen van stortingen in nevengeulstortzone SN61 op de hydrodynamische  stroomcondities in de nevengeul is algemeen beperkt. De maximale vloedsnelheid neemt licht af ter hoogte  van het centrale deel van het aangebrachte stortlichaam. Aan het oostelijke en westelijke uiteinde van de  aangebrachte stortingen wordt een toename van de maximale stroomsnelheid bij vloed verwacht. In de  Schaar van de Noord zelf neemt de maximale vloedstroomsterkte af. De afname is het sterkst in het  westelijke deel van de Schaar. Bij eb neemt de maximale stroomsnelheid licht toe op het centrale deel van  het stortlichaam. Aan de beide uiteinden van het stortlichaam wordt een iets grotere toename verwacht.  Een afname van de maximale stroomsnelheid bij eb ten gevolge van de stortingen wordt gesimuleerd langs  de zuidrand van de Schaar van de Noord. Waar de Schaar de aansluiting maakt met de Pas van Rilland komt  aan de westelijke zijde van de hoofdgeul tegen de turfplaten aan een zone voor waar de maximale ebsnelheid  toeneemt. 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