kw.\*:("Breakwater")
Results 1 to 25 of 1542
Selection :
Damage pattern and damage progression on breakwater roundheads under multidirectional wavesCOMOLA, F; ANDERSEN, T. Lykke; MARTINELLI, L et al.Coastal engineering. 2014, Vol 83, pp 24-35, issn 0378-3839, 12 p.Article
Random wave-induced onshore scour characteristics around submerged breakwaters using a stochastic methodMYRHAUG, Dag; MUK CHEN ONG.Ocean engineering. 2010, Vol 37, Num 13, pp 1233-1238, issn 0029-8018, 6 p.Article
Onshore scour characteristics around submerged vertical and semicircular breakwatersMORGAN YOUNG, D; TESTIK, Firat Y.Coastal engineering. 2009, Vol 56, Num 8, pp 868-875, issn 0378-3839, 8 p.Article
Wave reflection by submerged vertical and semicircular breakwatersYOUNG, D. Morgan; TESTIK, Firat Y.Ocean engineering. 2011, Vol 38, Num 10, pp 1269-1276, issn 0029-8018, 8 p.Article
Shorelines, waterways and harbors, short course, October 26-27, 1983 = Lignes côtières, voies d'eau et ponts, courtes conférences du 26 au 27 octobre 1983GALVIN, Cyril.Shorelines, waterways and harbors. Short course. sd, non pagConference Proceedings
Numerical modeling of dynamic responses and mooring forces of submerged floating breakwaterATAUR RAHMAN, Md; MIZUTANI, Norimi; KAWASAKI, Koji et al.Coastal engineering. 2006, Vol 53, Num 10, pp 799-815, issn 0378-3839, 17 p.Article
Influence of armour porosity on the hydraulic stability of cube armour layersMEDINA, Josep R; MOLINES, Jorge; GOMEZ-MARTIN, M. Esther et al.Ocean engineering. 2014, Vol 88, pp 289-297, issn 0029-8018, 9 p.Article
Shore protection in Almazora coasts (Castellon, Spain) = Protection du rivage sur la côte d'Almazora (Castellon, Espagne)DIEZ, J. J; ARENILLAS, M; SERRA, J et al.International Association Engineering Geology. International congress. 4. 1982, pp 231-245Conference Paper
Armor layer stability of rubble-mound breakwatersHEDAR, P. A.Journal of waterway, port, coastal, and ocean engineering. 1986, Vol 112, Num 3, pp 343-350, issn 0733-950XArticle
Comparing the distribution of ciliate plankton in inner and outer areas of a harbor divided by an artificial breakwaterKIM, Young-Ok; CHAE, Jinho; HONG, Jae-Sang et al.Marine environmental research. 2007, Vol 64, Num 1, pp 38-53, issn 0141-1136, 16 p.Article
Three-dimensional consolidation of a porous unsaturated seabed under rubble mound breakwaterJENG, D.-S; YE, J. H.Ocean engineering. 2012, Vol 53, pp 48-59, issn 0029-8018, 12 p.Article
Dynamics of the Douro estuary sand spit before and after breakwater constructionBASTOS, L; BIO, A; PINHO, J. L. S et al.Estuarine, coastal and shelf science (Print). 2012, Vol 109, pp 53-69, issn 0272-7714, 17 p.Article
REDUCTION OF OCEAN WAVE HEIGHTS BY A FLOATING BREAKWATER.KOWALSKI T.sdIN: CANCAM'77. CAN. CONGR. APPL. MECH. 6. PROC.; VANCOUVER, B.C.; 1977; S.L.; DA. S.D.; VOL. 2; PP. 537-538Conference Paper
Wave parameters after smooth submerged breakwaterCAREVIC, Dalibor; LONCAR, Goran; PRSIC, Marko et al.Coastal engineering. 2013, Vol 79, pp 32-41, issn 0378-3839, 10 p.Article
Theoretical and experimental study on wave damping inside a rubble mound breakwaterMUTTRAY, M. O; OUMERACI, H.Coastal engineering. 2005, Vol 52, Num 8, pp 709-725, issn 0378-3839, 17 p.Article
Simulation of coupled and uncoupled phenomena in floating breakwater models = Simulation de phénomènes couplés et non couplés dans les modèles de brise-lames flottantslFUGAZZA, M; NATALE, L.Computer methods and water resources. International conference. 1. 1988, pp 241-251Conference Paper
Deformation of Reef Breakwaters and Wave TransmissionKOBAYASHI, Nobuhisa; PIETROPAOLO, Jill; MELBY, Jeffrey A et al.Journal of waterway, port, coastal, and ocean engineering. 2013, Vol 139, Num 4, pp 336-340, issn 0733-950X, 5 p.Article
Formula to Predict Transmission for π-Type Floating BreakwatersRUOL, Piero; MARTINELLI, Luca; PEZZUTTO, Paolo et al.Journal of waterway, port, coastal, and ocean engineering. 2013, Vol 139, Num 1, pp 1-8, issn 0733-950X, 8 p.Article
The «Diode» wave dissipation block = Le bloc «Diode» pour dissiper les vaguesBARBER, P. C; LLOYD, T. C.1984, Vol 76, pp 847-870Article
Fixed absorbing semi-immersed breakwaterBROSSARD, J; JARNO-DRUAUX, A; MARIN, F et al.Coastal engineering. 2003, Vol 49, Num 1-2, pp 25-41, issn 0378-3839, 17 p.Article
New neural network-derived empirical formulas for estimating wave reflection on Jarlan-type breakwatersGARRIDO, Joaquín M; MEDINA, Josep R.Coastal engineering. 2012, Vol 62, pp 9-18, issn 0378-3839, 10 p.Article
Stochastic Model for Damage Accumulation in Rubble-Mound Breakwaters Based on Compatibility Conditions and the Central Limit TheoremCASTILLO, Carmen; CASTILLO, Enrique; FERNANDEZ-CANTELI, Alfonso et al.Journal of waterway, port, coastal, and ocean engineering. 2012, Vol 138, Num 6, pp 451-463, issn 0733-950X, 13 p.Article
Small-Scale Field Experiment on Wave Forces on Upright BreakwatersBOCCOTTI, Paolo; ARENA, Felice; FIAMMA, Vincenzo et al.Journal of waterway, port, coastal, and ocean engineering. 2012, Vol 138, Num 2, pp 97-114, issn 0733-950X, 18 p.Article
Wave statistical uncertainties and design of breakwaterLE MEHAUTE, B; SHEN WANG.Journal of waterway, port, coastal, and ocean engineering. 1985, Vol 111, Num 5, pp 921-938, issn 0733-950XArticle
Behaviour of rubble-mound breakwater in directional and uni-directional waves = Comportement de brise lames bombés en blocaille soumis à des vagues directionnelles et unidirectionnellesCHRISTENSEN, F. T; BROBERG, P. C; SAND, S. E et al.Coastal engineering. 1984, Vol 8, Num 3, pp 265-278, issn 0378-3839Article