Searched for: author:"Ribberink, J.S."
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Rijn, L.C. van (author), Ribberink, J.S. (author), Dunsbergen, D.W. (author)
report 1996
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Ribberink, J.S. (author)
report 1996
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Rijn, L.C. van (author), Reniers, A.J.H.M. (author), Zitman, T.J. (author), Ribberink, J.S. (author)
report 1995
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Ramadan, K.A.H. (author), Ribberink, J.S. (author)
report 1994
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Ribberink, J.S. (author), Al-Salem, A.A. (author)
report 1992
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Ribberink, J.S. (author), Al-Salem, A.A. (author)
report 1991
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Ribberink, J.S. (author), Al-Salem, A.A. (author)
report 1989
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Ribberink, J.S. (author)
report 1989
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Ribberink, J.S. (author)
report 1989
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Ribberink, J.S. (author)
report 1989
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Ribberink, J.S. (author)
doctoral thesis 1987
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Visser, P.J. (author), Ribberink, J.S. (author), Kalkwijk, J.P.T. (author)
Eén van de mogelijkheden voor het opslaan van energie is een bekken met een relatief hoge waterstand (Pomp Accumulatie Centrale). Het bekken is omringd met een dijk van zand, die vanwege de mogelijkheid van doorbreken een risico voor de aangrenzende gebieden betekent. Het maximale uitstroomdebiet bij dijkdoorbraak is een belangrijke grootheid...
report 1986
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Ribberink, J.S. (author)
It is the aim of this note to give a simple introduction to the method as used by Galappatti (1983) to derive a depth-integrated model for suspended transport. Contrary to other depth-integrated models (see e.g. Latteux and Teisson, 1985) this model is directly based on the 2D convection-diffusion equation (see e.g. de Vries, 1981) including the...
report 1986
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Ribberink, J.S. (author), Van der Sande, J.T.M. (author)
The problem of aggradation in a river due to overloading is tackled with a mathematical model consisting of a set of one-dimensional (in space) basic equations in which the water motion is assumed to be quasi-steady and the sediment transport is determined by local conditions. Analytical solutions are presented of a linearized simple-wave model,...
report 1984
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Ribberink, J.S. (author)
An experimental study was carried out in the framework of a research project concerning the development of a mathematical model for morphological computations in rivers in case of non-uniform sediment. The study consists of a series of laboratory experiments in a straight flume under steady, uniform (equilibrium) conditions with a restriction to...
report 1983
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Ribberink, J.S. (author)
In Chapter I a derivation of the equations and an extension of the mathematical model will be carried out. The sediment-mixture is separated in a number of fractions - each with a representative grain size - and the equations describing the sediment-movement are split up for every fraction separately. In order to get some insight in the new...
report 1980
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Ribberink, J.S. (author)
A bed-load sediment transport formula has ben devlopd for every fraction of the sediment mixture. All existing bed-load formula have been reanalysed on their application for this purpose (Kalinske, Einstein, Meyer-Peter and Muller) as well as adaptations by different other authors
report 1978
Searched for: author:"Ribberink, J.S."
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