Searched for: subject%3A%22seiches%22
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Bodde, W.P. (author), Pomeroy, A.W.M. (author), Van Dongeren, A.R. (author), Lowe, R. (author), van Thiel de Vries, J.S.M. (author)
Coral reefs are highly valuable ecosystems, which are under an increasing number of environmental pressures. Sedimentation and sediment transport patterns are among key physical drivers of coral reefs, so it is important to improve our understanding of these poorly studied dynamics on reefs. To this purpose, flume experiments were performed on a...
conference paper 2014
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De Jong, M.P.C. (author)
This thesis focuses on the harbour oscillations that occasionally occur in certain basins of the Port of Rotterdam. Such standing waves, called seiches, need to be taken into account in this harbour area for the design of water protection works (such as dykes) and for the closure management of a movable storm surge barrier, located along the...
doctoral thesis 2004
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Navas-Montilla, A. (author), Juez, C. (author), Franca, M.J. (author), Murillo, J. (author)
Turbulent shallow flows are characterized by the presence of horizontal large-scale vortices, caused by local variations of the velocity field. Apart from these 2D large vortices, small scale 3D turbulence, mainly produced by the interaction of the flowing water with the solid boundaries, is also present. The energy spectrum of turbulent...
journal article 2019
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Bodde, W.P. (author)
Coral reefs are highly valuable structures in many respects and it is increasingly important to understand hydrodynamics and morphodynamics around reefs to be able to better protect them and their hinterland. Flume experiments were performed on a scaled fringing reef in the laboratory facilities of Deltares in Delft. The objective of this thesis...
master thesis 2013
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Marks, C.H. (author)
De oorspronkelijke doelstelling was na te gaan, hoe in IJmuiden de gunstigste situering voor een nieuwe sluis gevonden kon worden. De meest gunstige situering is die, waarbij het optreden van seiches, dus van golfverschijnselen, minimaal is. Deze doelstelling is gewijzigd tot het maken van een systeem ter bepaling van de opslingerfaktoren in een...
master thesis 1970
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De Haas, E. (author)
The Storm Surge Barrier in the New Waterway was built to protect the city and port of Rotterdam and the area of the lower Rhine against flooding during extreme conditions. This construction, consisting of two gigantic arc shaped barriers, is to be pivoted into the New Waterway and then lowered in case of an impeding emergency. The arc shape...
master thesis 1998
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Méndez Lorenzo, A.B. (author)
Seiches zijn opslingerende staande golven die in afgesloten havenbekkens kunnen ontstaan, wanneer vanaf zee golven met specifieke golflengtes de haven binnen dringen. In het Europoortgebied ontstaat een afgesloten bekken wanneer de stormvloedkering in de Nieuwe Waterweg en de Hartelkering worden gesloten. Seiches veroorzaken een extra verval...
master thesis 1997
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Walma van der Molen, G.J. (author)
Dit rapport omvat de invloed van de getijbeweging op de stroming in de havenmonding. Daarnaast verschaft dit rapport informatie over de invloed van Buioscillaties bij Hoek van Holland op de stroming in de havenmonding.
master thesis 1967
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Kirkegaard, L.C. (author)
Every harbour has its own uniques et of natural frequencies depending on its geometry. If waves with frequencies close to one of these natural frequencies continue to enter from offshore for some time, the harbour will resonate. This phenomenon is called harbour resonance or seiching and the characteristic oscillations seiches. A moredetailed...
master thesis 1996
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Jonker, Ruben (author)
In this research OpenFOAM is used to model and determine the complex hydrodynamic behaviour of a Homogeneous low-crested structure (HLCS) consisting of cubipod artificial concrete elements. The validated model is used to gain insight in the design sensitivities of a two dimensional cross sectional layout to reduce sea wall overtopping. HLCS and...
master thesis 2020
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Raichlen, F. (author)
The equation of continuity and the equation of motion for two-dimensional shallow-water waves are transformed into a set of difference equations which can be solved numerically to obtain the fundamental period and the periods of the higher modes of oscillation of a closed basin of arbitrary shape. From these periods and the difference equations...
report 1965
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Kernkamp, H.W.J. (author)
report 1991
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Veldman, J.J. (author)
report 1993
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Veldman, J.J. (author)
report 1988
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Jong, M.P.C. de (author)
report 2004
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Stelling, G.S. (author), Kester, J.A.T.M. van (author)
report 1999
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Kuur, P. van der (author), Hartsuiker, G. (author), Wieten, J. (author), Kernkamp, H.W.J. (author)
report 1989
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Veldman, J.J. (author)
report 1991
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Joy, J.W. (author)
The successful design of a marina with respect to seiche conditions presupposes two categories of knowledge. Of these the more difficult to obtain is an adequate description of the local long period wave environment. Somewhat easier, but equally important, is a detailed knowledge of the responses various basin configurations present as a result...
report 1965
document
Veldman, J.J. (author)
report 1991
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