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Verhagen, H.J. (author), Van Vledder, G.P. (author), Eslami Arab, S. (author)Modern design formula for coastal structures (like rock stability formula and overtopping formula use wave parameters (H2% and Tm-1,0) which are not readily available from standard boundary condition wave data. For transforming values like Hs and Tp to the parameters used in the new formulas, often-fixed conversion factors are used. However,...conference paper 2008
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- Bennetts, L.G. (author) conference paper 2007
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van der Molen, W. (author)Ports are more and more planned directly facing the ocean. Breakwaters are built to protect the berths against ocean waves. However, protection against long waves, mainly associated with wave groups at the ocean, is much more difficult. Calculations should be performed in the design stage of the port to verify whether the motions of the moored...doctoral thesis 2006
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Piperno, S. (author)The Discontinuous Galerkin Time Domain (DGTD) methods are now popular for the solution of wave propagation problems required for the accurate transient modeling of systems involving electromagnetic waves in many emerging technologies. While Yees explicit, energy-conserving FDTD method is still prominent but restructed to structured grids and...conference paper 2006
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Mols, B. (author)All over the world hundreds of thousands of initiatives are being developed to generate sustainable energy. The great majority of these are aimed at solar and wind energy, if only because they are available all over the world. Whats more, the initial investments required are relatively low and are often helped by government support, so even...journal article 2005
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- Garme, Karl (author), Kuttenkeuler, Jakob (author) conference paper 2005
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- Groeneweg, J. (author) report 2004
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Mol, A.C.S. (author)Measurements have been carried out at the Paulinaschor, a salt marsh in the Westerschelde, to obtain information of the effect of vegetation on wave attenuation. The data have been analyzed. It appears that wave height is strongly reduced by the vegetation, especially for low water depths. Further analysis of the data has been done, to achieve...report 2003
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- Chen, Xue-Nong (author), Sharma, Som D. (author), Stuntz, Norbert (author) journal article 2003
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- Jongeling, T.H.G (author), Blok, B.W.G. (author) report 2002
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- Klein Breteler, M. (author) report 2002
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D' Angremond, K. (author), Pluim-van der Velden, E.T.J.M. (author)Lecture notes on genesis of the coastline, climatology, oceanography, coastal morphology, coastal formations, coastalzonde management, tidal inlets and estuaries, pollution and density problems, practical problems and common solutions.lecture notes 2001
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Resio, D.T. (author)preprints of all full papers of the workshop of wave hindcasting and forecasting, Monterey, Californiareport 2000
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Goda, Yoshimi (author)HIstorical overview of the development of wave formulas used in coastal engineering.report 1999
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Metrikine, A.V. (author), Wolfert, A.F.M. (author), Vrouwenvelder, A.C.W.M. (author)Steady-state vibrations of periodically supported structures under a moving load are analytically investigated. The following three structures are considered: an overhead power line for a train, a long suspended bridge and a railway track. The study is based on the application of so-called 'periodicity condition', which implies that the shape of...journal article 1999
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- Stive, Marcel J.F. (author) doctoral thesis 1998
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Klopman, G. (author)Previous measurements (e.g., Klopman, 1994) have shown that in the centre-line of the flume the mean horizontal velocity profile in waves fol/owing the current bends back in the upper region of the water column compared to the current alone case. For waves opposing the current the opposite behaviour was found . In order to explain this behaviour...report 1997
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- de Wit, P.J. (author) doctoral thesis 1995
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Janssen, C.M. (author)This literature review is part of the ongoing research on sand transport in oscillatory sheet-flow, as taking place at the coast during storms. Because sheet-flow corresponds to conditions of high shear stress, large amounts of sand are transported. Therefore it is an important part of the total sand transport (sheet-flow and suspended load)....report 1995
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Tamburic, Z. (author), Holmes, P. (author)A series of comprehensive velocity measurements was carried out on the three dimensional model of the berm breakwater at the Danish Hydraulic Institute (DHI) in September 1995. Those measurements were a part of the research on berm breakwaters within the MAST II programme sponsored by the Commission of the European Communities. The major part of...report 1995