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Erosion and sedimentation near the renovated weir lock complex of Asper in Belgium, <b><i>in</i></b>: Cheng, L. <i>et al.</i> (Ed.) <i>Proceedings of the 7th International Conference on Scour and Erosion - ICSE 2014, The University of Western Australia, Perth, Australia, 2-4 December 2014.</i> pp. 535-544","AutID":144372,"MonDate":null,"AnaDate":2015,"PeerRev":0,"outputType":"4_BookChap","OpenAcc":0},{"BRefID":246285,"RR":"<b>Verelst, K.; Vandenbruwaene, W.; Heredia Gomez, M.; De Mulder, T.; Peeters, P.</b> (2014). Erosion and sedimentation near the weir lock complex of Asper in Belgium [PRESENTATION], <b><i>in</i></b>: Cheng, L. <i>et al.</i> (Ed.) 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On a pragmatic force criterion for the design of a navigation lock filling and emptying system, <b><i>in</i></b>: Vantorre, M. <i>et al.</i> (Ed.) <i>Third international conference on ship manoeuvring in shallow and confined water: with non-exclusive focus on ship behaviour in locks, 3-5 June 2013, Ghent, Belgium.</i> pp. 325-335","AutID":144372,"MonDate":null,"AnaDate":2013,"PeerRev":0,"outputType":"4_BookChap","OpenAcc":0},{"BRefID":195961,"RR":"<b>De Mulder, T.; Verelst, K.; Vercruysse, J.B.; De Cock, W.; Haegeman, M.</b> (2010). 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Interreg 2 Seas Mers Zeeën Polder2C's: [s.l.]. 154 pp.","AutID":174686,"MonDate":2022,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":393115,"RR":"<b>Depreiter, D.; Vercruysse, J.B.; Verelst, K.; Zomer, W.; Koelewijn, A.; Tsimopoulou, V.; Peeters, P.</b> (2022). Overflow tests on Dutch levees. Version 1.0. Interreg 2 Seas Mers Zeeën Polder2C's: [s.l.]. 110 pp. <a href=\"https://dx.doi.org/10.48607/362\" target=\"_blank\">https://dx.doi.org/10.48607/362</a>","AutID":174686,"MonDate":2022,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":393117,"RR":"<b>Depreiter, D.; Vercruysse, J.B.; Verelst, K.; Zomer, W.; Koelewijn, A.; Tsimopoulou, V.; Peeters, P.</b> (2022). Overflow tests on Dutch levees: annexes. Version 1.0. 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VII, 17 pp. <a href=\"https://dx.doi.org/10.48607/95\" target=\"_blank\">https://dx.doi.org/10.48607/95</a>","AutID":47616,"MonDate":2022,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":353396,"RR":"<b>Vercruysse, J.; Verelst, K.; Timmermans, R.</b> (2022). Renovatie sluis Ooigem op het kanaal Roeselare Leie: opstellen openingswet hefschuiven. Versie 3.0. <i>WL Rapporten</i>, 20_096_1. Waterbouwkundig Laboratorium: Antwerpen. VII, 36 + 12 p. bijl. pp. <a href=\"https://dx.doi.org/10.48607/114\" target=\"_blank\">https://dx.doi.org/10.48607/114</a>","AutID":47616,"MonDate":2022,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":353229,"RR":"<b>Vercruysse, J.B.; López Castaño, S.; Verelst, K.; Verwilligen, J.</b> (2022). Complex project Nieuwe Sluis Zeebrugge: voorontwerp nivelleersysteem. Versie 3.0. <i>WL Rapporten</i>, 20_054_1. Waterbouwkundig Laboratorium: Antwerpen. VIII, 54 + 13 p. bijl. pp. <a href=\"https://dx.doi.org/10.48607/105\" target=\"_blank\">https://dx.doi.org/10.48607/105</a>","AutID":381020,"MonDate":2022,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":350236,"RR":"<b>Verelst, K.; Chu, K.; De Mulder, T.; Vanlede, J.</b> (2022). Beneden-Zeeschelde – Prosperpolder: kracht op buispalen van het toekomstige meetplatform. Versie 4.0. <i>WL Rapporten</i>, 20_037_1. Waterbouwkundig Laboratorium: Antwerpen. VII, 42 + 2 bijl. pp. <a href=\"https://dx.doi.org/10.48607/86\" target=\"_blank\">https://dx.doi.org/10.48607/86</a>","AutID":47616,"MonDate":2022,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":334844,"RR":"<b>López Castaño, S.; Verelst, K.; Verwilligen, J.; Van Hoydonck, W.; Vercruysse, J.; Mostaert, F.</b> (2021). Side drainage operation in Dessel‐Schoten canal's lock no. 3: hydraulics and navigability assessment. Version 3.0. <i>FHR reports</i>, 18_134_1. Flanders Hydraulics Research: Antwerp. VII, 33 + 5 p. app. pp. <a href=\"https://dx.doi.org/10.48607/10\" target=\"_blank\">https://dx.doi.org/10.48607/10</a>","AutID":47616,"MonDate":2021,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":347123,"RR":"<b>Vercruysse, J.; Visser, K.P.; Verelst, K.</b> (2021). Sigmaplan – Gereduceerde Getijdegebieden–Wal Zwijn: revisie gecombineerde in- en uitwateringsconstructies. Versie 3.0. <i>WL Rapporten</i>, 20_041_1. Waterbouwkundig Laboratorium: Antwerpen. VII, 25 pp. <a href=\"https://dx.doi.org/10.48607/46\" target=\"_blank\">https://dx.doi.org/10.48607/46</a>","AutID":47616,"MonDate":2021,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":334266,"RR":"<b>Verelst, K.; López Castaño, S.; Van Hoydonck, W.; Visser, K.P.; Mostaert, F.</b> (2021). Ontwerp vispassage Sint-Baafs-Vijve CFD-modellering monding. Versie 4.0. <i>WL Rapporten</i>, 19_126_1. Waterbouwkundig Laboratorium: Antwerpen. 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VII, 17 + 9 p.bijl. pp. <a href=\"https://dx.doi.org/10.48607/106\" target=\"_blank\">https://dx.doi.org/10.48607/106</a>","AutID":47616,"MonDate":2019,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":306432,"RR":"<b>Vercruysse, J.B.; Verelst, K.; Mostaert, F.</b> (2019). Haven Antwerpen – Renovatie Royerssluis: haalbaarheidsstudie nivelleersysteem met woelkelder in het bovenhoofd. Versie 3.0. <i>WL Rapporten</i>, 18_056_1. Waterbouwkundig Laboratorium: Antwerpen. VI, 29 + 7 p. bijl. pp.","AutID":47616,"MonDate":2019,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":319276,"RR":"<b>Verelst, K.; Visser, K.P.; De Maerschalck, B.; Mostaert, F.</b> (2019). Advies Scheldebrug Antwerpen: deelrapport 4. Conceptontwerp bodembescherming. Versie 4.0. <i>WL Rapporten</i>, 18_120_4. Waterbouwkundig Laboratorium: Antwerpen. 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X, 74 + 23 p. bijl. pp.","AutID":47616,"MonDate":2019,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":306031,"RR":"<b>Verelst, K.; Visser, K.P.; Mostaert, F.</b> (2019). Dijle – GOG Grote Vijver 2: advies energiedissipatie overloopdijk. Versie 5.0. <i>WL Rapporten</i>, 18_057_1. Waterbouwkundig Laboratorium: Antwerpen. VII, 19 + 12 p. bijl. pp.","AutID":47616,"MonDate":2019,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":294260,"RR":"<b>Vercruysse, J.B.; Van Hoydonck, W.; Verelst, K.; Mostaert, F.</b> (2018). Dender – Nieuwe sluis Aalst: CFD‐modellering van een geleiding opwaarts van de nivelleeropeningen. Versie 4.0. <i>WL Rapporten</i>, 17_064_1. Waterbouwkundig Laboratorium: Antwerpen. 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