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Het betreft de locatiesRug van Baarland (2,55 Mm<sup>3</sup>) en Hooge Platen Noord (1,70 Mm<sup>3</sup>) en Hooge Platen West (1,45 Mm<sup>3</sup>). Aan de hand van een historische morfologische analyse, terreinmetingen en numerieke modellering wordt een antwoord gegeven op de vooropgestelde doelstellingen. Voor de Plaat van Walsoorden (2,00 Mm<sup>3</sup>) vonden reeds proefstortingen met bijbehorende opvolging plaats. Voor deze locatie wordt op basis van de beschikbare resultaten een stortadvies gegeven.<br><br>Dit tweede deelrapport omvat de resultaten van de numerieke modellering. Er wordt een validatieuitgevoerd op basis van de beschikbare terreinmetingen. Door uitvoering van een aantal numeriekemodelsimulaties wordt de kennis van en het inzicht in de hydrodynamische processen rondom de 3voorgestelde stortlocaties vergroot. Deze resultaten, samen met de reeds beschreven meetresultatenuit deelrapport 1, vormen het uitgangspunt voor het definiëren van de praktijk-stortstrategie die in devolgende fase van het onderzoek zal worden ingevuld.","BibLvlCode":"MS","StandardTitle":"Determinatieonderzoek plaatrandstortingen: deelrapport 2. 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