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Laboratory study of the change in breaker types due to the presence of an artificial barDA PING ZHANG; SUNAMURA, T.Annual report of the Institute of Geoscience, the University of Tsukuba. 1993, Num 19, pp 23-25, issn 0285-3175Article

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

Bar formation under breaking wave conditions: A laboratory studyDULOU, Cyril; BELZONS, Max; REY, Vincent et al.Journal of coastal research. 2002, Vol 18, Num 4, pp 802-809, issn 0749-0208, 8 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

Analysis of the artificial viscosity in the smoothed particle hydrodynamics modelling of regular wavesDE PADOVA, Diana; DALRYMPLE, Robert A; MOSSA, Michele et al.Journal of hydraulic research. 2014, Vol 52, Num 6, pp 836-848, issn 0022-1686, 13 p.Article

Database of full-scale laboratory experiments on wave-driven sand transport processesVAN DER WERF, Jebbe J; SCHRETLEN, Jolanthe J. L. M; RIBBERINK, Jan S et al.Coastal engineering. 2009, Vol 56, Num 7, pp 726-732, issn 0378-3839, 7 p.Article

Three-dimensional Large Eddy Simulation of air entrainment under plunging breaking wavesLUBIN, Pierre; VINCENT, Stéphane; ABADIE, Stéphane et al.Coastal engineering. 2006, Vol 53, Num 8, pp 631-655, issn 0378-3839, 25 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

Natural headland control of beaches = Le contrôle naturel des plages par les capsSILVESTER, R.Continental shelf research. 1985, Vol 4, Num 5, pp 581-596, issn 0278-4343Article

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

Long wave trapping by axisymmetric topographies = Piégeage de vagues à période longue par des topographies asymétriquesSHAW, R.P; NEU, W.L.Natural and man-made hazards. International symposium. 1988, pp 227-238Conference Paper

Dynamic programming model for calculation of typhoon waves = Modèle de programmation dynamique pour le calcul des vagues dues aux typhonsIOU HONGEN.International conference on coastal and port engineering in developing countries. 2. 1987, pp 2074-2089Conference Paper

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

Improved evaluation of sliding stability of a caisson by employment of a doubly-truncated normal distributionKIM, Tae-Min; TAKAYAMA, Tomotsuka.Kyoto Daigaku Bōsai Kenkyūjo nenpō. 2003, Vol 46, pp 287-301, issn 0386-412X, 15 p., BArticle

Modélisation numérique du courant et du transport sédimentaire induits par le déferlement = Numerical modelling of wave-driven currents and sediment transport in the surf zonePECHON, P; TEISSON, C.Génie civil - génie côtier. Journées nationales. 1994, pp 9-14Conference Paper

Reinforced earth in coastal protectionARENICZ, R.M; FARRIS, P.J.International conference on environmental management, geo-water and engineering aspects. 1993, pp 783-788Conference Paper

A wave-flume study on the elevation of shore platformsSUNAMURA, T.Annual report of the Institute of Geoscience, the University of Tsukuba. 1989, Num 16, pp 36-38, issn 0285-3175Article

A simple method to determine breaker height and depth for different deepwater wave height/length ratios and sea floor slopesLE ROUX, J. P.Coastal engineering. 2007, Vol 54, Num 3, pp 271-277, issn 0378-3839, 7 p.Article

O wieku maksimum transgresji jeziora Gardno = About the most extensive trangression of the Gardno LakeFLOREK, W; ORŁOWSKI, A.Przegląd geologiczny. 1991, Vol 39, Num 5-6, pp 298-301, issn 0033-2151Article

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

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