A Numerical Approach to Analyzing Shallow Flows over Rough Surfaces

Author:

Chowdhury M. Nasimul1,Khan Abdul A.2ORCID,Castro-Orgaz Oscar3

Affiliation:

1. Bechtel Corporation, 2103 CityWest Boulevard, Building 4, Houston, TX 77042, USA

2. Glenn Department of Civil Engineering, Clemson University, Clemson, SC 29634, USA

3. Hydraulic Engineering Area, University of Córdoba, Campus Rabanales, Leonardo Da Vinci Building, E-14071 Córdoba, Spain

Abstract

The hydraulic characteristics (such as velocity profiles, near-bed velocity profile, bed shear stress, and resistance coefficients) of shallow flows over rough surfaces were investigated using numerical simulations. A novel method is presented to simulate shallow flows over rough surfaces in a two-dimensional (2D) numerical domain, where the physical numerical domain represents bed topography. Results reveal that the model can accurately predict spatially averaged velocity profiles, turbulence characteristics, shear stresses, and uniform flow depths. The analysis identified two distinct flow regions based on mean and turbulent flow profiles. Results show that the turbulent shear stress profiles provide a more accurate estimation of the bed shear stresses. Resistance coefficients (friction factor or Manning’s roughness coefficient) vary with Froude number and submergence ratio (depth divided by roughness height).

Publisher

MDPI AG

Reference27 articles.

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5. Experimental study of near-wall turbulent characteristics in an open-channel with gravel bed using an acoustic Doppler velocimeter;Wang;Exp. Fluids,2012

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