Modeling and numerical simulation of secondary settlers: A Method of Lines strategy

In this paper, attention is focused on a parabolic partial differential equation (PDE) modeling sedimentation in a secondary settler and the proper formulation of the problem boundary conditions (i.e., the conditions prevailing at the feed, clear water and sludge outlets). The presence of a diffusio...

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Veröffentlicht in:Water research (Oxford) 2009-02, Vol.43 (2), p.319-330
Hauptverfasser: David, R., Saucez, P., Vasel, J.-L., Vande Wouwer, A.
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container_issue 2
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container_title Water research (Oxford)
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creator David, R.
Saucez, P.
Vasel, J.-L.
Vande Wouwer, A.
description In this paper, attention is focused on a parabolic partial differential equation (PDE) modeling sedimentation in a secondary settler and the proper formulation of the problem boundary conditions (i.e., the conditions prevailing at the feed, clear water and sludge outlets). The presence of a diffusion term in the equation not only allows the reproduction of experimental observations, as reported in a number of works, but also makes the numerical solution of the initial-boundary value problem significantly easier than the original conservation law (which is a nonlinear hyperbolic PDE problem requiring advanced numerical techniques). A Method of Lines (MOL) solution strategy is then proposed, based on the use of finite differences or spectral methods, and on readily available time integrators. The efficiency and flexibility of the general procedure are demonstrated with various numerical simulation results.
doi_str_mv 10.1016/j.watres.2008.10.037
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subjects Applied sciences
Exact sciences and technology
Geologic Sediments
Mathematical modeling
Method of Lines
Models, Theoretical
Numerical simulation
Other industrial wastes. Sewage sludge
Partial differential equations
Pollution
Secondary settlers
Wastes
Wastewater treatment
Water Purification - methods
Water treatment and pollution
title Modeling and numerical simulation of secondary settlers: A Method of Lines strategy
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