Searched for: subject%3A%22Wave%255C%2Bbasin%22
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document
van Gent, M.R.A. (author)
The amount of wave overtopping at coastal structures such as vertical caisson breakwaters is strongly dependent on the angle of wave attack. The reducing effects of oblique waves on wave overtopping compared to perpendicular wave attack has been studied by means of three-dimensional wave basin tests. In these physical model tests the caisson...
journal article 2021
document
Schaap, J. (author)
This report is the result of a master thesis ofthe author, student at Delft University ofTechnology, Faculty of Civil Engineering. In this report a simulation oftests with submerged breakwaters, parallel to the shoreline, in a wave basin, are carried out with the morphodynamic model Delft2D-MOR. This 2-dimensional horizontal model was developed...
master thesis 1997
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De Later, J. (author)
In the framework of a Human Capital and Mobility Project called "Dynamics of Beaches, experiments with the aim of solving unknown aspects of submerged breakwaters have been carried out by six European universities. Agreements were made considering the layout of the breakwater, the wave conditions and the initial bottom profile. This report...
master thesis 1996
document
Visser, P.J. (author)
This report describes the investigation into a method how to obtain the proper longshore current in a wave basin. In this method the basin geometry is optimized and the proper recirculation flow through openings in the wave guides is determined by minimizing the circulation flow between the wave guides. Using different wave fields, two beach...
report 1982
document
Schoemaker, H.J. (author)
E1: Golven opgewekt in water van constante diepte door bewegende lichamen (1963) E2: Afwijking in de gewenste golfvorm door variërend toerental van de golfmachine (1958) E3: Golmachine “De Slang” (1958) E4: Slang-golfopwekker (1962) E5: Watercirculatie ondiepwater stuurvijver (1962)
report 1971
Searched for: subject%3A%22Wave%255C%2Bbasin%22
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