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Interreg North Sea Region: [s.l.]. 69 pp.","AutID":381017,"MonDate":2021,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":1},{"BRefID":368850,"RR":"<b>Rozendaal, M.P.; Dijkstra, Y.M.; Schuttelaars, H.M.</b> (2021). A three-dimensional model for water motion in a tidally dominated estuary: Model Development. TU Delft/Waterbouwkundig Laboratorium: Delft; Antwerp. 15 pp.","AutID":234876,"MonDate":2021,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":329433,"RR":"<b>Bi, Q.; Kaptein, S.J.; Schramkowski, G.; Smolders, S.; Mostaert, F.</b> (2020). The iFlow inspired TELEMAC-3D model: sub report 1. Comparing ETM dynamics with the iFlow model. Version 3.0. <i>FHR reports</i>, 19_025_1. Flanders Hydraulics Research: Antwerp. VII, 39 + 9 p. app. pp.","AutID":381017,"MonDate":2020,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":331544,"RR":"<b>Kaptein, S.J.; Bi, Q.; Schramkowski, G.; Mostaert, F.</b> (2020). Study of a simplified Scheldt model: subreport 2. Comparison between iFlow and Telemac. Version 2.0. <i>FHR reports</i>, 19_025_2. Flanders Hydraulics Research: Antwerp. VII, 18 pp.","AutID":381017,"MonDate":2020,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":322691,"RR":"<b>Kaptein, S.J.; Schramkowski, G.; Vandenbruwaene, W.; Mostaert, F.</b> (2020). IMMERSE WP3.1: summary of status of current pressures and trends, and analysis of current measures effectiveness. version 3.0. <i>FHR reports</i>, 19_005_1. Flanders Hydraulics Research: Antwerp. 57 + 4 p. app. pp. <a href=\"https://dx.doi.org/10.48607/108\" target=\"_blank\">https://dx.doi.org/10.48607/108</a>","AutID":381017,"MonDate":2020,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":322267,"RR":"<b>Kaptein, S.J.; Schramkowski, G.; Mostaert, F.</b> (2020). iFlow-Inwerking en ontwikkeling SKN 21: Incorporation of intertidal zones in iFlow. Version 2.0. <i>FHR reports</i>, 18_153_1. Flanders Hydraulics Research: Antwerp. 24 + 3 p. app. pp.","AutID":234876,"MonDate":2020,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":312099,"RR":"<b>Plancke, Y.; Schramkowski, G.; Mostaert, F.</b> (2019). Harmonische analyse van het getij: deelrapport 1. Bepaling van harmonische componenten voor getijstations in de Zeeschelde. Versie 3.0. <i>WL Rapporten</i>, 18_108_1. Waterbouwkundig Laboratorium: Antwerpen. VIII, 20 pp.","AutID":381017,"MonDate":2019,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":308668,"RR":"<b>Vandenbruwaene, W.; Vereecken, H.; Schramkowski, G.; Vanlede, J.; Plancke, Y.; Verwaest, T.; Mostaert, F.</b> (2019). Onderzoeksadvies sedimentatieproblematiek tijgebonden Durme. Versie 4.0. <i>WL Rapporten</i>, 16_044_1. Waterbouwkundig Laboratorium: Antwerpen. VI, 8 pp.","AutID":67204,"MonDate":2019,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":325115,"RR":"<b>Vanlede, J.; Schramkowski, G.; Mostaert, F.</b> (2019). Sedimentatie Rechteroever Nieuwpoort: deelrapport 1. Desktop studie. Versie 2.0. <i>WL Rapporten</i>, 19_019_1. Waterbouwkundig Laboratorium: Antwerpen. VI, 20 pp.","AutID":381017,"MonDate":2019,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":295133,"RR":"<b>Nnafie, A.; De Maerschalck, B.; Vanlede, J.; Schramkowski, G.; Mostaert, F.</b> (2018). Morphodynamic modeling of the Scheldt estuary and its mouth: Effects of sea level rise. Version 2.0. <i>FHR reports</i>, 14_094_8. Flanders Hydraulics Research: Antwerp. VII, 21 pp.","AutID":234876,"MonDate":2018,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":300204,"RR":"<b>Plancke, Y.; Schramkowski, G.; Vandenbruwaene, W.; Mostaert, F.</b> (2018). 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IV, 28 pp.","AutID":67204,"MonDate":2016,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":1},{"BRefID":261221,"RR":"<b>Maximova, T.; Smolders, S.; Beullens, J.; Vanlede, J.; Schramkowski, G.; Verwaest, T.; Mostaert, F.</b> (2016). Verkennende studie kribben Fort Filip: deelrapport 1. Historische studie en hydrodynamische modelresultaten. Versie 6.0. <i>WL Rapporten</i>, 15_042. Waterbouwkundig Laboratorium: Antwerpen. III, 24 pp.","AutID":67204,"MonDate":2016,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":1},{"BRefID":244010,"RR":"<b>Altomare, C.; Suzuki, T.; Schramkowski, G.; Verwaest, T.; Mostaert, F.</b> (2014). Smoothed particle hydrodynamics model for wave forces: Wenduine case. Version 4.0. <i>WL Rapporten</i>, 12_091. Flanders Hydraulics Research: Antwerp. 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Determination of the eigenmodes of the internal surface waves within the port of Zeebrugge: Internship report. Universiteit Gent: Gent.  51 pp.","AutID":145717,"MonDate":2013,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":137389,"RR":"<b>Dujardin, A.; Ides, S.; Schramkowski, G.; De Mulder, T.; Mostaert, F.</b> (2009). Haven van Zeebrugge. Optimalisatie maritieme toegankelijkheid: onderzoek naar de water- en sedimentuitwisseling ter hoogte van de havenmond. Versie 2.0. <i>WL Rapporten</i>, 843_01. Waterbouwkundig Laboratorium: Antwerp. 31 + 165 p. bijlagen pp.","AutID":67204,"MonDate":2009,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":128236,"RR":"<b>van Maren, B.; Schramkowski, G.</b> (2008). 3D mud transport model Zeeschelde: seasonal effects. Versie 2.0. 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