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Joint distributions of wave height with surf parameter and breaker index for individual wavesMYARHAUG, Dag; FOUQUES, Sébastien.Coastal engineering. 2012, Vol 60, pp 235-247, issn 0378-3839, 13 p.Article

On effect of wave breaking on short wind wavesKUDRYAVTSEV, Vladimir; JOHANNESSEN, Johnny.Geophysical research letters. 2004, Vol 31, Num 20, pp L20310.1-L20310.5, issn 0094-8276Article

Validation of an advective-deterministic approach to short wave breaking in a surf-beat modelDALY, Christopher; ROELVINK, Dano; DONGEREN, Apvan et al.Coastal engineering. 2012, Vol 60, pp 69-83, issn 0378-3839, 15 p.Article

Coupled wave action and shallow-water modelling for random wave runup on a slopeMCCABE, Maurice; STANSBY, Peter K; APSLEY, David D et al.Journal of hydraulic research. 2011, Vol 49, Num 4, pp 515-522, issn 0022-1686, 8 p.Article

Stability of breakwaters on poor foundation = La stabilité des digues sur de mauvaises fondationsLINDHART JACOBSEN, H.C; ROMHILD, C.J.Congrès international de mécanique des sols et des travaux de fondations. 12. 1989, pp 451-454Conference Paper

Vågdata från svenska kustvatten 1979-1980 = Données de mesures sur les vagues des côtes suédoises 1979-1980SVENSSON, J.1981, issn 0347-7827, 52 p., RH030Serial Issue

Wave action on breakwater armour units = L'action des vagues sur les systèmes de brise-lames en bétonNASCIMENTO, U; PITA, C.Conference Breakwaters88. 1988, pp 27-36Conference Paper

Computer programs for wave analysis, wind wave generation, wave refraction diagrams, and fast Fourier analysis = Programme ordinateur pour l'analyse des vagues, la formation des vagues par le vent, les diagrammes de réfraction de vagues et l'analyse Fourier rapideBLACK, K. P; HEALY, T. R.1981, Num 6, issn 0110-0947, 76 p.Serial Issue

Hydraulic effects of breakwater crown walls = Les effets hydrauliques des parois frontales de brise-lamesBRADBURY, A.P; ALLSOP, N.W.H.Conference Breakwaters88. 1988, pp 385-396Conference Paper

Wave breaking velocity effects in depth-integrated modelsLYNETT, Patrick J.Coastal engineering. 2006, Vol 53, Num 4, pp 325-333, issn 0378-3839, 9 p.Article

Hybrid finite volume -finite difference scheme for 2DH improved Boussinesq equationsTONELLI, Mara; PETTI, Marco.Coastal engineering. 2009, Vol 56, Num 5-6, pp 609-620, issn 0378-3839, 12 p.Article

Influence of wavy water surface on performance of airborne laser bathymetryKECHENG YANG; XIAO ZHU; ZAIGUANG LI et al.SPIE proceedings series. 1998, pp 374-378, isbn 0-8194-2888-4Conference Paper

A shoreline boundary condition for a highly nonlinear Boussinesq model for breaking wavesLO RE, Carlo; MUSUMECI, Rosaria E; FOTI, Enrico et al.Coastal engineering. 2012, Vol 60, pp 41-52, issn 0378-3839, 12 p.Article

The influence of air on the impact of a plunging breaking wave on a vertical wall using a multifluid modelPLUMERAULT, L.-R; ASTRUC, D; MARON, P et al.Coastal engineering. 2012, Vol 62, pp 62-74, issn 0378-3839, 13 p.Article

The influence of seaward boundary conditions on swash zone hydrodynamicsGUARD, P. A; BALDOCK, T. E.Coastal engineering. 2007, Vol 54, Num 4, pp 321-331, issn 0378-3839, 11 p.Article

Violent breaking wave impacts. Part 1: Results from large-scale regular wave tests on vertical and sloping wallsBULLOCK, G. N; OBHRAI, C; PEREGRINE, D. H et al.Coastal engineering. 2007, Vol 54, Num 8, pp 602-617, issn 0378-3839, 16 p.Article

Void fraction measurements and scale effects in breaking waves in freshwater and seawaterBLENKINSOPP, C. E; CHAPLIN, J. R.Coastal engineering. 2011, Vol 58, Num 5, pp 417-428, issn 0378-3839, 12 p.Article

A probability distribution for depth-limited extreme wave heights in a sea stateMENDEZ, Fernando J; CASTANEDO, Sonia.Coastal engineering. 2007, Vol 54, Num 12, pp 878-882, issn 0378-3839, 5 p.Article

Electromagnetic Modeling of Breaking Waves at Low Grazing Angles With Adaptive Higher Order Hierarchical Legendre Basis FunctionsWEI YANG; ZHIQIN ZHAO; CONGHUI QI et al.IEEE transactions on geoscience and remote sensing. 2011, Vol 49, Num 1, pp 346-352, issn 0196-2892, 7 p., 2Article

Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slabKISACIK, Dogan; TROCH, Peter; VAN BOGAERT, Philippe et al.Coastal engineering. 2012, Vol 60, pp 201-226, issn 0378-3839, 26 p.Article

Phase-Averaged Flow Properties Beneath Microscale Breaking WavesSIDDIQUI, Kamran; LOEWEN, Mark R.Boundary - layer meteorology. 2010, Vol 134, Num 3, pp 499-523, issn 0006-8314, 25 p.Article

Sur le dimensionnement optimal des brise-lames à talus en enrochement ou en blocs artificielsSADOK, A; BOUDLAL, A.1990, Num 28, pp 50-59, issn 0851-1446Article

Impact forces as a part of the total breaking wave force on a vertical cylinder = La force d'impact comme un des éléments de la force totale de la vague de déferlement sur un cylindre verticalAPELT, C. J; PIOREWICZ, J.1987, issn 0159-1185, 28 p., CE78Serial Issue

Estimation of port operation rate by use of numerical simulation method of moored ship motions = Estimation de la vitesse de manœuvre dans les ports par modélisation numérique des mouvements de navires au mouillageUEDA, S; SHIRAISHI, S; YOSHIMI, M et al.International conference on coastal and port engineering in developing countries. 2. 1987, pp 1127-1140Conference Paper

The internal structure of ridges, runnels and berms as a result of the interaction of waves and tides on the Foreshore = La structure interne des crêtes, rigoles et bermes: résultats de l'interaction des vagues et des marées sur l'avant côteDABRIO, C. J.International Association of Sedimentology. European regional meeting. 3. 1982, pp 8-9Conference Paper

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