Research Article
May 1981

Numerical Analysis of Flow in Sedimentation Basins

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Publication: Journal of the Hydraulics Division
Volume 107, Issue 5

Abstract

The equations governing two-dimensional, steady flow in circular and rectangular primary settling basins are formulated. Mean-flow equations expressing conservation of mass and momentum are combined with a two-equation turbulence model (k-ϵ model) to compute velocity fields in sedimentation basins. The turbulence is characterized by a turbulent kinematic eddy viscosity which is computed directly as part of the solution. A numerical solution to the mathematical model is formulated by application of the Galerkin finite element method to the equation residuals. The resulting non-linear system of equations is solved by a variation of Newton's method. The model is applied to predict the flow pattern in a rectangular settling basin. A vector plot of the basin velocity field and contour plot of the turbulent kinematic eddy viscosity are presented.

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Journal of the Hydraulics Division
Volume 107Issue 5May 1981
Pages: 575 - 591

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Published in print: May 1981
Published online: Feb 3, 2021

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David R. Schamber, AM.ASCE
Asst. Prof., Civ. Engrg. Dept., Univ. of Utah, Salt Lake City, Utah 84112
Bruce E. Larock, M.ASCE
Prof., Civ. Engrg. Dept., Univ. of California, Davis, Calif.

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