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Hydrology Research Vol 41 No 2 pp 145–152 © IWA Publishing 2010 doi:10.2166/nh.2010.064

Prediction of the three-dimensional flow field and bed shear stresses in a regulated river in mid-Norway

Nils Rüther, Jens Jacobsen, Nils Reidar B. Olsen and Geir Vatne

Department of Hydraulic and Environmental Engineering, Norwegian University of Science and Technology, N-7491, Trondheim, Norway Tel.: +47 7359 4756 Fax: +47 7359 1298 E-mail: nils.ruther@ntnu.no
AconaCMG, PO Box 53, N-4001, Stavanger, Norway
Department of Geography, Norwegian University of Science and Technology, N-7491, Trondheim, Norway


ABSTRACT

This study evaluates the use of two Computational Fluid Dynamics (CFD) techniques in calculating the three-dimensional flow and bed shear stress distribution in a regulated river reach near Trondheim, Norway. The two different CFD codes being used in this study are: one commercial FLOW-3D and an in-house program, SSIIM, developed by the third author (NRBO). One of the primary differences between the programs is that FLOW-3D uses an orthogonal, structured grid, while SSIIM uses a non-orthogonal unstructured grid. Flow-3D computes the location of the free water surface based on a volume of fluid method. In the current study, the water surface profile was computed using a 1D backwater computation with SSIIM. Both programs use first- or second-order schemes for the convective term in the Navier–Stokes equations, and the study investigated both options for the two different models. The computed results were compared to ADCP measurements obtained from three cross sections of the river. The comparison showed a good agreement between calculated and measured velocities when using higher-order discretization schemes. Using a first-order upwind scheme, the results deteriorated somewhat due to false diffusion. The results of this current study could be beneficial for the estimation of fluvial erosion, which causes severe damages to riverine areas.

Keywords: CFD; gravel riverbed; local scour; regulated rivers; river bend; shear stress


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