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- Van der Linden, J.P. (author) doctoral thesis 1987
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Shahshahan, A. (author), Landweber, L. (author)A detailed experimental study has been conducted in a towing tank on a 3.048-meter-long mathematical model, known as the Wigley hull, to study the effects of viscosity on the wavemaking resistance of the ship form. The measurements included total resistance, viscous resistance, pressure distribution, and boundary-layer measurements of the model...report 1986
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- Ogink, H.J.M. (author) report 1986
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- Van Dijk, W. (author), Agema, J.F. (author) report 1985
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- Jong, R.J. de. (author) report 1985
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Anonymus, N.N. (author)Manual for the design and execution of bituminous layers in hydraulic structures, like on dike revetments, bed protections, etc. Includes asphaltic concrete, open stone asphalt (fixstone), sand asphalt, mastic, etc. Also guidance is given for compostion and properties of asphalt mixes.report 1985
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Yu, X.Q. (author)In the literaturey many methods for the calculation of pipeline hydraulic transport of solids have been published. Their degree of exactness and applicability is variabie and therefore it is hard to the designer to make a convincible decision regarding their practical use. A new concept for the computation of slurry hydraulic transport in...report 1985
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- Ogink, H.J.M. (author) report 1984
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- Jongeling, T.H.G. (author) report 1984
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Rijper, R.P. (author)The hydrodynamic coefficients of a sand-roughened horizontal cylinder have been determined for various values of the relative roughness and relative gap height between the cylinder and the plane boundary. The Morison equation was used to describe the inline force signal. The transverse force was analysed with respect to the peak values during a...master thesis 1983
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De Vriend, H.J. (author), Geldof, H.J. (author)Results of a mathematical model for the depth-averaged main flow velocity in shallow river bends are compared with measurements in two consecutive sharply-curved short bends in the river Dommel, The Netherlands. The computed main velocity distribution agrees rather well with the measured one in the larger part of each bend. Near the bend exits,...report 1983
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- Moder, G.M. (author) report 1982
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De Vries, M. (author)principles of modelling, aids to experimental research, reproduction of hydraulic phenomena, design of scale models (rigid bed models, mobile bed models, coastal and estuarine problems, hydraulic structures).report 1982
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Anonymous, A. (author)This booklet gives brief details of the commissioned investigations and research projects carried out at Hydraulics Research, Wallingford, during 1981. In many instances reports may not be available either because the research is incomplete or because the results must remain confidential to the dient. The techniques used in an investigation may,...report 1981
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Glerum, A. (author), Schippers, J. (author)Besides that the hydraulic forces have an influence on the structure, the shape of the structure may often influence the hydraulic loads as well. A distinction should be made between hydrostatic forces which are for instance caused by a difference in head between two water levels and dynamic forces as e.g. loads resulting from the energy in...report 1981
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- Vermeer, A.C.M. (author) report 1981
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Novak, P. (author)Lecture notes in basic hydraulics. Basic priciples, Critical depth, hydraulic jump, energy and momentum principles, channel transitions, gradually varied non-uniform flow, spatially varied non-uniform flow, spillway design, stilling basins, drop structures, cavitation and vibration.report 1981
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Diephuis, J.G.H.R. (author)Inauguration of the large wave flume - Address by the Minister of Transport and Public Works - Closing address by J. J. Vinjé, Head of the Hydraulics Laboratory DeVoorst - Data concerning the large wave flume Symposium 'Future needs for hydraulic and soil mechanic research in coastal and offshore engineering - Opening speech by J.G.H.R. Diephuis...report 1980
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Booij, N. (author)FLOWS is a recently developed ICES subsystem for applications in the field of hydraulic engineering. It is able to compute steady as well as unsteady flows in hydraulic networks of given dimensions. This means that is does not optimize any parameters describing the network. The network may be composed of open and closed channels, reservoirs and...report 1980
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- Winterwerp, J.C. (author) report 1980