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Yossef, M.F.M. (author)Report on a physical scale model test in the Fluid Mechanics lab on the effect of groynes on the bed and sediment transport in rivers.report 2003
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- Crosato, A (author), Kuijper, C. (author) report 2002
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- Mosselman, E. (author) report 1998
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Lenders, Roger (author), van Maren, Bas (author), Mol, Jan-Willem (author)Kribvakmetingen Druten/Ochten juli 1996 tot april 1997. Onderzoek naar de sedimenthuishouding van een viertal kribvakken langs de Waal. Het onderzoek betreft een studie naar de hydrodynamische invloed van scheepvaart op de sedimenthuishouding en de invloed van eolisch zandtransport op de sedimenthuishouding in vier kribvakken langs de Waal. Het...report 1998
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De Vriend, H.J. (author), Koch, F.G. (author)I: Flow of water in a curved open channel with a fixed plane bed II: Flow of water in a curved open channel with a fixed uneven bed III: Accuracy of measurements in a curved open channel In this report the flow of water in a curved open channel, which consists of a38 m long straight section followed by a 90° bend with a radius of 50 m (see...report 1987
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Van Mierlo, M.C.L.M. (author)From Struiksma et al (1985) it can be concluded that more experimental evidence is needed to achieve a correct formulation. Generally the available data can only be used for an integral check as, for instance, was done by Zimmerman and Kennedy· ( 1978). More useful information could be obtained by carrying out experiments directed at the...report 1986
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De Vries, M. (author)Rather than reporting on a specific topic of current research in the broad field of sediment transport and river morphology, the writer will give a general contemplation on the state of the art. This will not be a review in the usual sense. The alloted space would then be filled easily with references. References will only be made here if it...report 1977
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De Vries, M. (author)Lecture notes sediment transport in rivers, formulas and numerical models.lecture notes 1976
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Riad, K. (author)It has long been observed that at most canal bifurcations the water diverted to the branch does not carry sediment in direct proportion to the rate of flow. Usually, the major part of sediment reaching a bifurcation is diverted into the small branches. This phenomenon has always bothered engineers responsible for the maintenance of irrigation...doctoral thesis 1961
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Frijlink, H.C. (author)Overview of sediment transport formulas and comparison with measurements in Waal and Rijn river in the Netherlands.report 1952