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McIvor, A.L. (author), Möller, I. (author), Spencer, T. (author), Spalding, M. (author)
Coastal populations are particularly vulnerable to the impacts of extreme events such as storms and hurricanes, and these pressures may be exacerbated through the influence of climate change and sea level rise. Coastal ecosystems such as mangrove forests are increasingly being promoted and used as a tool in coastal defence strategies. There...
report 2012
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Arnsten, O.A. (author)
Proceedings on the occasion of professor Alf Tørum's 75th birthday - overview of relevant developments in coastal and offshore engineering with a focus on arctic regions.
report 2008
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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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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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Resio, D.T. (author)
preprints of all full papers of the workshop of wave hindcasting and forecasting, Monterey, California
report 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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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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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
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Gent, M.R.A. van (author), Petit, H.A.H. (author), Bosch, P. van den (author)
report 1994
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Gent, M.R.A. van (author), Waal, J.P. de (author), Petit, H.A.H. (author), Bosch, P. van den (author)
report 1994
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Otta, A.K. (author), Dingemans, M.W. (author)
This report describes the formulation, numerical implementation and application of a weakly nonlinear wave model for finite depth based on a Hamiltonian formulation (see Radder, 1992). Due to the type of non-linearity explicitly accounted for in the expansion of the kernel of the Hamiltonian density (sum of kinetic and potential energy per unit...
report 1994
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Klopman, G. (author)
Changes in the mean horizontal-velocity profile in combined wave-current motion, outside the bottom boundary-layer, are essential for the correct prediction of cross-shore sediment transport outside the surf zone and the transport of dissolved matter, e.g. Klopman (1992). To be able to verify mathematical and numerical models (see Klopman, 1992)...
report 1994
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Gent, M.R.A. van (author), Petit, H.A.H. (author), Bosch, P. van den (author)
report 1993
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Boccotti, P. (author)
Analysis of sea states in deep water. - Discussed will be the difficulties of an analytical solution for the wave period and the wave height probability - The closed solution for the wave height probability in the limit of the band-width approaching zero - The closed solution for the wave height probability in the limit H/sqrt(m0)->inf. - The...
report 1992
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Svendsen, A. (author)
Surf zone dynamics is a highly complicated topic in hydrodynamics which deals with the waves and wave generated phenomena in the region between the breaker line on a beach and the shoreline. When waves break on a gently sloping beach, large amounts of energy are released and turned into turbulence. As the waves keep breaking and interacting with...
report 1992
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Dalrymple, R.A. (author)
The propagation of waves from offshore to onshore is a difficult problem due to the mathematical complexities of the governing equations and the degree of uncertainty of the bathymetry over which the waves must travel. In this lecture, the various methods of transforming offshore wave trains to shallow water are discussed. First, single wave...
report 1992
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Bijker, E.W. (author)
The motivation to develop a transport formulation for the combination of waves and current has been the necessity to model longshore transport passing tidal in- and outlets. The generally applied C.E.R.C. formula for the longshore transport is not applicable here because that formula relates the longshore transport to the longshore current...
report 1992
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Peregrine, D.H. (author)
The aim of this workshop was to take advantage of the recent freedom available to scientists in the Soviet Union (now Commonwealth of Independent States) to travel to the West in order to develop both contacts and an awareness of current research between research workers from East and West, most of whom have formerly had little contact. We...
report 1991
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