THE EFFECT OF EMBANKMENT CREST WIDTH ON COMBINED OVERFLOW AND WAVE OVERTOPPING
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[1] C. W. Hirt,et al. Volume of fluid (VOF) method for the dynamics of free boundaries , 1981 .
[2] Steven A. Hughes,et al. Laboratory study of combined wave overtopping and storm surge overflow of a levee , 2009 .
[3] Terry Hedges,et al. RANDOM WAVE OVERTOPPING OF SIMPLE SEA WALLS: A NEW REGRESSION MODEL. , 1998 .
[4] Peter Ackers,et al. Weirs and flumes for flow measurement , 1978 .
[5] Dominic E. Reeve,et al. Numerical study of combined overflow and wave overtopping over a smooth impermeable seawall , 2008 .
[6] Pengzhi Lin,et al. Internal Wave-Maker for Navier-Stokes Equations Models , 1999 .
[7] Qingping Zou,et al. Computational modelling of coastal flooding caused by combined surge overflow and wave overtopping on embankments , 2013 .
[8] H. Schüttrumpf,et al. Wellenüberlaufströmung an Seedeichen: Experimentelle und theoretische Untersuchungen , 2001 .
[9] D. B. Kothe,et al. RIPPLE: A Computer Program for Incompressible Flows with Free Surfaces , 1991 .
[10] Die Küste,et al. Die Küste, 73 EurOtop (2007), 1-178 , 2008 .
[11] Pengzhi Lin,et al. A numerical study of breaking waves in the surf zone , 1998, Journal of Fluid Mechanics.