The present paper reports the findings of a study in which the appropriateness of using two-dimensional (2D) and three-dimensional (3D) numerical modelling in order to simulate the flow in a small reach of the river Blackwater, UK, was examined. The numerical simulations were compared with data obtained from a 1 : 5 scale physical model of the reach. A variety of turbulence models were used in order to evaluate their suitability and assess their impact on the simulations. In order to enable direct comparisons, all of the simulations were undertaken using a single modelling code, Delft3D. It was shown that 3D models offer significant advantages over 2D when applied to a meandering channel and that this choice outweighs the choice of turbulence model.
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December 2011
Research Article|
December 01 2011
A comparison of 2D and 3D simulations of the River Blackwater
Lawrence Barrett, MSc;
Lawrence Barrett, MSc
Former MSc student
UNESCO-IHE Institute for Water Education, Delft, the Netherlands
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Nigel G. Wright, PhD, CEng, FICE;
Nigel G. Wright, PhD, CEng, FICE
Professor of Water and Environmental Engineering
School of Civil Engineering University of Leeds, UK
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Mark Sterling, PhD, CEng, CEnv, FRMets, MIAgrE, MICE
Mark Sterling, PhD, CEng, CEnv, FRMets, MIAgrE, MICE
Reader in fluid dynamics
The University of Birmingham, Edgbaston, Birmingham, UK
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Publisher: Emerald Publishing
Revision Received:
October 22 2009
Accepted:
February 19 2010
Online ISSN: 1755-0785
Print ISSN: 1755-0777
ICE Publishing: All rights reserved
2011
Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics (2011) 164 (4): 217–232.
Article history
Revision Received:
October 22 2009
Accepted:
February 19 2010
Citation
Barrett L, Wright NG, Sterling M (2011), "A comparison of 2D and 3D simulations of the River Blackwater". Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics, Vol. 164 No. 4 pp. 217–232, doi: https://doi.org/10.1680/eacm.2011.164.4.217
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