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Similarity of the velocity profile in geometrically distorted flow model. <i>Flow meas. instrum. 32</i>: 107-110. <a href=\"https://dx.doi.org/10.1016/j.flowmeasinst.2013.04.005\" target=\"_blank\">https://dx.doi.org/10.1016/j.flowmeasinst.2013.04.005</a>","AutID":162913,"MonDate":null,"AnaDate":2013,"PeerRev":1,"outputType":"1_A1","OpenAcc":0},{"BRefID":227263,"RR":"<b>Zhao, G.; Visser, P.J.; Peeters, P.; Vrijling, J.K.</b> (2013). Headcut migration prediction of the cohesive embankment breach. <i>Eng. Geol. 164</i>: 18-25. <a href=\"https://dx.doi.org/10.1016/j.enggeo.2013.06.012\" target=\"_blank\">https://dx.doi.org/10.1016/j.enggeo.2013.06.012</a>","AutID":162913,"MonDate":null,"AnaDate":2013,"PeerRev":1,"outputType":"1_A1","OpenAcc":0}],"PeerRevRef":[{"BRefID":252190,"RR":"<b>Zhao, G.; Lu, J.; Visser, P.J.</b> (2015). 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Numerical modelling of 2d wave transformation processes from nearshore to a shallow foreshore: comparison between the MIKE21, Swash and XBeach models, <b><i>in</i></b>: <i>E-proceedings of the 36th IAHR World Congress 28 June – 3 July, 2015, The Hague, the Netherlands.</i> pp. [1-6]","AutID":162913,"MonDate":null,"AnaDate":2015,"PeerRev":0,"outputType":"4_BookChap","OpenAcc":0},{"BRefID":243653,"RR":"<b>Zhao, G.; Visser, K.P.; Peeters, P.; Vrijling, J.K.</b> (2015). Hydrodynamic erosion in cohesive embankment breach, <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. 441-445","AutID":162913,"MonDate":null,"AnaDate":2015,"PeerRev":0,"outputType":"4_BookChap","OpenAcc":0},{"BRefID":244980,"RR":"<b>Peeters, P.; Zhao, G.; de Vos, L.; Visser, P.J.</b> (2014). Large-scale dike breaching experiments at Lillo in Belgium, <b><i>in</i></b>: Cheng, L. <i>et al.</i> (Ed.) (2015). <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. 289-297","AutID":162913,"MonDate":null,"AnaDate":2014,"PeerRev":0,"outputType":"4_BookChap","OpenAcc":0}],"Thesis":[{"BRefID":259359,"RR":"<b>Zhao, G.</b> (2016). Breach growth in cohesive embankments due to overtopping. PhD Thesis. Delft Academic Press/VSSD: Delft. ISBN 97890-6562-3942. IV, 179 pp.","AutID":162913,"MonDate":2016,"AnaDate":null,"PeerRev":0,"outputType":"5_Thesis","OpenAcc":0}],"Abstr":[{"BRefID":218154,"RR":"<b>Zhao, G.; Visser, P.; Peeters, P.; Vrijling, H.</b> (2012). Prediction of headcut erosion development on the breach slope, <b><i>in</i></b>: Société Hydrotechnique de France <i>6th International Conference on Scour and Erosion - ICSE-6, Paris, Aug. 27-31, 2012: book of abstracts.</i> pp. 1985","AutID":151524,"MonDate":null,"AnaDate":2012,"PeerRev":0,"outputType":"6_Abstr","OpenAcc":0}],"Report":[{"BRefID":245923,"RR":"<b>Suzuki, T.; De Roo, S.; Altomare, C.; Zhao, G.; Kolokythas, G. K.; Willems, M.; Verwaest, T.; Mostaert, F.</b> (2016). Toetsing kustveiligheid 2015 - Methodologie: toetsingsmethodologie voor dijken en duinen. Versie 10.0. <i>WL Rapporten</i>, 14_014. Waterbouwkundig Laboratorium: Antwerpen. IX, 52 + 25 p. bijl. pp.","AutID":151524,"MonDate":2016,"AnaDate":null,"PeerRev":0,"outputType":"7_Report","OpenAcc":0},{"BRefID":234861,"RR":"<b>Zhao, G.; Visser, P.; Peeters, P.</b> (2014). Large scale embankment breach experiments in flume. 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