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- Uittenbogaard, R.E. (author), Imberger, J. (author) report 1993
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Bernard, R.S. (author), Schneider, M.L. (author)Without some correction for the interaction between lateral curvature and vertically nonuniform velocity, depth-averaged numerical models cannot predict the gradual migration of high velocity toward the outside of channel bends. Conventional depth-averaging does not account for the curvature-induced secondary flow that gives rise to the...report 1992
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Nezu, I. (author)Ph.D. thesisreport 1977
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Rodi, W. (author), Bonnin, J.C. (author), Buchal, T. (author)This document contains the calculation results for 5 test cases and the description of calculation methods submitted to the ERCOFTAC Workshop on Data Bases and Testing of Calculation Methods for Turbulent Flows held in Karlsruhe from April 3 to 7, 1995. The workshop was an outcome and marked the end of the research project "Data Validation and...report 1995
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Hinze, J.O. (author), Leijdens, H. (author), Van den Brug, J.B. (author), Kleiweg, D. (author)A l'aide de la méthode du ruban vibrant de Schubauer et Klebanoff. on a étudié expérimentalement l'évolution tridimensionnelle d'une perturbation sinusoïdale locale introduite dans une couche limite laminaire. Les distributions de la vitesse moyenne et de l'intensité de la composante axiale de la turbulence, de même que le spectre d'énergie de...report 1964
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- Kester, J.A.T.M. van (author), Uittenbogaard, R.E. (author), Dingemans, M.W. (author) report 1996
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- Abraham, G. (author) report 1986
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Okayasu, A. (author)The characteristic motion of water under breaking waves and the turbulence structure in the surf zone were investigated through detailed two-dimensional velocity measurements in a wave flume. Significant difference was found between the breaking processes in the outer and inner regions of the surf zone. The velocity field in each region consists...report 1989
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- Flokstra, C. (author) report 1988
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- Uittenbogaard, R.E. (author) report 1986
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Atkins, R. (author)The use of a small two-component electromagnetic current meter to record turbulent velocities in a laboratory flume is described. The results from these experiments are compared with results obtained previously using different measuring techniques.report 1980
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Hoffmans, G.J.C.M. (author)In the Netherlands hydraulic engineering structures are not only designed, but are also managed and maintained (M&M). In the nineteen-nineties in the United States during periods of high water scores of bridges collapsed, because American law forbids the use of bed protection around bridge piers and moreover, no maintenance plans were available....report 2006
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Lumley, J.L. (author), Khajeh-Nouri, B. (author)A rational closure technique is presented for the first and second moment-equations in a stratified, contaminated turbulent flow, Following the application of high Reynolds/Peclet number approximations, remaining third moments are expanded about the isotropic, homogeneous state. The stratified, uncontaminated case reduces to seventeen equations...report 1973
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Vreugdenhil, C.B. (author)Interne cursus van het Waterloopkundig Laboratorium over turbulentie, bevat de onderwerpen: -basisvergelijkingen; -statistische beschrijving; -transportprocessen; -wandturbulentie; -tijdsafhankelijke grenslagen; -vrije turbulentie; -nieuwe turbulentietheorien.report 1977
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- Verwey, A. (author), Agtersloot, R.C. (author) report 1998
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Hinze, J.O. (author), Sonnenberg, R.E. (author), Builtjes, P.J.H. (author)Measurements have been made of the distributions of mean velocity, turbulence intensities and turbulence shear-stress in a turbulent boundary-layer downstream of a hemi-spherical cap attached onto the plane rigid wall. The eddy-viscosity, when computed in the classical way according to Boussinesq's concept from the lateral gradient of the mean...report 1972
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- Flokstra, C. (author) report 1986
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- Uittenbogaard, R.E. (author) report 1993
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- Mierlo, M.C.L.M. van (author), Ruiter, J.C.C. de (author) report 1988
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Justesen, P. (author)Close to the bottom the no-slip condition will retard the flow and cause a boundary layer to develop. In nature this boundary layer will for most practical purposes be turbulent and the bed will be rough. Usually the boundary layer is confined to a thin layer close to the bed having a typical thickness of 0.2 m under surface gravity waves. The...report 1985
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