Searched for: subject:"breaking%5C%2Bwaves"
(1 - 11 of 11)
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Smith, G.M. (author)
report 1999
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Kant, G. (author)
report 1999
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Vledder, G.P. van (author)
report 1994
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Okayasu, A. (author)
The characteristic motion of water under breaking waves and the turbulence structure in the surf zone were investigated through detailed two-dimensional velocity measurements in a wave flume. Significant difference was found between the breaking processes in the outer and inner regions of the surf zone. The velocity field in each region consists...
report 1989
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Klein Breteler, M. (author)
report 1989
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Jordan, Donald J. (author), Hervey, Carol L. (author)
report 1988
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Battjes, J.A. (author)
It is well known (see Divoky et al., 1970, for a review) that on gentle slopes (slope S < 1:30, say) the wave height after breaking does not decay in proportion to the mean depth. The curve H/Hb vs h/hb is concave upwards (for plane bottom). The concavity increases with decreasing S and with increasing Ho/Lo (Nakamura et al., 1966). The often...
report 1986
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Claughton, A. (author), Handley, P. (author)
report 1984
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Vreugdenhil, C.B. (author)
report 1980
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Moutzouris, C. (author)
Experimental research to the influence of the air pressure on the impact pressure cause by breaking waves. The research shows that there are three factors which load the structure during the breaking of waves: the water layer over the structure, the shock due to the impact of the water jet from breaking and the air pocket entrapped in the water...
report 1979
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Kamel, A.M. (author)
Shock pressures of high intensity and short duration may occur during breaking of waves on coastal structures, slamming of ships, landing of seaplanes, and water entry of naval projectiles with flat nose. The phenomenon of shock pressures resulting from the impact between a solid and a liquid can better be described as a water hammer phenomenon...
report 1968
Searched for: subject:"breaking%5C%2Bwaves"
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