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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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- Bosman, J.J. (author) report 1982
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Katsui, H. (author)The probabilistic design method of a cover layer of pipe line under the horizontal bottom is described. By assuming that the water velocity at the bottom is Rayleigh distributed, probability of bottom shear stress was derived. With a combination of the probability function of bottom shear and a simple sediment transport formula given by Madsen...report 1982
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- Wijngaarden, N.J. van (author) report 1981
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White, W.R. (author), Paris, E. (author), Bettess, R. (author)Rational regime relationships for the width, depth and slope of a river in equilibrium are developed using the Ackers and White sediment transport formula and the White, Paris and Bettess friction relationships, together with a principle of maximum sediment transporting capacity. This concept of maximising the sediment transporting capacity is...report 1981
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- Abraham, G. (author) report 1980
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- Wijngaarden, N.J. van (author) report 1980
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De Vries, M. (author)The Subcommittee 6 of the Technical Committee 113 of the International Standardization Organization (ISO) is dealing with measurements of sediment transport in open channels. As a back-ground paper for TC113 this report is written on the BTMA, internationally named the Arnhem Sampler. The BTMA has been developped jointly by Rijkswaterstaat,...report 1979
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Ostendorf, D.W. (author), Madsen, O.S. (author)Two momentum based longshore current models and a preliminary longshore sediment transport model are derived, calibrated and tested in the present investigation. The Linear Longshore Current Model predicts the relatively small longshore current induced by monochromatic, two dimensional, gravity waves of finite height and near normal incidence...report 1979
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Breusers, H.N.C. (author)Lecture note for the international course.report 1979
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- Rijn, L.C. van (author) report 1978
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Kerssens, P.J.M. (author)The present report gives a description of the mathematical model for suspended sediment transport. The model can be used to simulate the movement of suspended sediment in a two-dimensional (longitudinal and vertical) flow field. It can also be applied to determine bed level changes caused by any human interference in the regime or geometry of a...report 1978
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Van de Graaff, J. (author), Van Overeem, J. (author)Als T.O.W. onderzoek is door het Waterloopkundig Laboratorium een onderzoek uitgevoerd waarbij enkele moderne zandtransportformules zodanig zijn aangepast dat de gecombineerde werking van golven en stroom in rekening kan worden gebracht. Uit dat onderzoek bleek dat de aangepaste White-Ackers formule het beste aansloot bij een serie modelproeven...report 1977
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- Rijn, L.C. van (author) report 1977
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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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- Jansen, R.H.J (author) report 1976
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O'Brien, M.P. (author)This report presents an edited collection of memoranda prepared over the past forty years on several aspects of inlet hydraulic and sedimentary characteristics, and is being published because of its general value to the GITI, as well as for its potential use in stimulating other researchers studying tidal inlets.report 1976
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Breusers, H.N.C. (author)Lecture notes provided for IHE on sediment transportsreport 1974
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Hooke, R.L.B. (author)A one-meter wide, meandering flume with movable sand bed was utilized in these experiments. Uniform flow was established at discharges of 20, 35, and 50 l/sec. Velocities near the bed, the distribution of sediment in transport, bed geometry, and strength of secondary flow were determined at each discharge . Bed shear stress was assumed to be...report 1974
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- Wijngaarden, N.J. van (author) report 1973