Searched for: author%3A%22Van+der+Plas%2C+P.%22
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document
Van der Plas, P. (author)
Bij het modelleren van rivieren leveren de bochten over het algemeen een uitdaging. Deze vormen dan ook uitstekend testmateriaal voor een model. Al jaren maakt Rijkswaterstaat in verschillende projecten gebruik van het modelleringspakket SIMONA. Dit is een eindige-volume modelpakket gebaseerd op de shallow-water-equations, bedoeld voor het...
bachelor thesis 2008
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Veldman, A.E.P. (author), Luppes, R. (author), Bunnik, T. (author), Huijsmans, R.H.M. (author), Duz, B. (author), Iwanowski, B. (author), Wemmenhove, R. (author), Borsboom, M.J.A. (author), Wellens, P.R. (author), van der Heiden, H.J.L. (author), van der Plas, P. (author)
conference paper 2011
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Luppes, R. (author), Duz, B. (author), Van der Heiden, H.J.L. (author), Van der Plas, P. (author), Veldman, A.E.P. (author)
The simulation tool ComFLOW, developed for accurate predictions of hydrodynamic wave loading, is based on the Navier-Stokes equations. The free-surface dynamics is described through VOF, with local height-function approach to enhance accuracy. Numerical reflections are prevented by specially designed absorbing boundary conditions. Gravity...
conference paper 2011
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Veldman, AEP (author), Luppes, R (author), van der Plas, P (author), van der Heiden, HJL (author), Duz, B. (author), Seubers, H. (author), Helder, J. (author), Bunnik, T (author), Huijsmans, R.H.M. (author)
During the development of the ComFLOW simulation method many challenges have to be tackled concerning the flow modelling and the numerical solution algorithm. Examples hereof are wave propagation, absorbing boundary conditions, fluid–solid body interaction, turbulence modeling and numerical efficiency. Some of these challenges will be discussed...
conference paper 2016
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Van der Plas, P. (author)
In the early 90’ the research institute Deltares began the development of a non-hydrostatic extension for the existing three-dimensional shallow-water simulation software Delft3D-FLOW a modeling package which was originally intended for hydrostatic shallow-water flow. The original non-hydrostatic flow model is based on a non-conservative finite...
master thesis 2010
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