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Showing results 1 to 16 of 16
Issue DateTitleAuthor(s)
2008A general formula for noncohensive suspended sediment transportCamenen B.; M. Larson
2007A new formula for the total longshore sediment transport rateBayram A.; M. Larson; H. Hanson
2007A note on wave energy dissipation over steep beachesJanssen T. T.; J. A. Battjes
2007A probability distribution for depth limited extreme wave heights in a sea stateMendez F. J.; S. Castenado
2012A shoreline boundary condition for a highly nonlinear Boussinesq model for breaking wavesRe C. L.; Et Al.
2009Database of full - scale laboratory experiments on wave-driven sandWerf J. J. Van Der; Et Al.
2012Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slabKisacik D.; Et Al.
2012Experimental study of the instabilities of alongshore currents on plane beachesRen C.; Et Al.
2012Modeling sea like breaching induced by breaking wave impact - laboratory experiments and computational modelStanczak G.; H. Oumeraci
2013Phân bố dòng chảy dọc bờ do sóng bổ nhào trong các trường gió điển hình tại vùng biển Tuy An, Phú Yên (Distribution of longshore current induced by breaking wave corresponding to typical wind conditions along Tuy An coast, Phu Yen province)Đỗ Như Kiều; Lê Đình Mầu
2007Predictive formulas for breaker depth index and breaker typeCamenen B.; M. Larson
2008Remote sensing of breaking wave phase speeds with application to non-linear depth inversionsCatalan P. A.; M. C. Haller
2009The FUNWAVE model application and its validation using laboratory dataBruno D.; Et Al.
2007The influence of seaward boundary conditions on swash zone hydrodynamicsGuard P. A.; T. E. Baldock
2007Violent breaking wave impacts. Part 1: Results from large -scale regular wave tests on vertical and sloping wallsBullock G. N.; Et Al.
2009Vorticity and intermittency within the pre - breaking region of spilling breakersLongo S.
Showing results 1 to 16 of 16

 

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