A difference scheme for a degenerating convection-diffusion-reaction system modelling continuous sedimentation
ESAIM: Mathematical Modelling and Numerical Analysis , Tome 52 (2018) no. 2, pp. 365-392

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Continuously operated settling tanks are used for the gravity separation of solid-liquid suspensions in several industries. Mathematical models of these units form a topic for well-posedness and numerical analysis even in one space dimension due to the spatially discontinuous coefficients of the underlying strongly degenerate parabolic, nonlinear model partial differential equation (PDE). Such a model is extended to describe the sedimentation of multi-component particles that react with several soluble components of the liquid phase. The fundamental balance equations contain the mass percentages of the components of the solid and liquid phases. The equations are reformulated as a system of nonlinear PDEs that can be solved consecutively in each time step by an explicit numerical scheme. This scheme combines a difference scheme for conservation laws with discontinuous flux with an approach of numerical percentage propagation for multi-component flows. The main result is an invariant-region property, which implies that physically relevant numerical solutions are produced. Simulations of denitrification in secondary settling tanks in wastewater treatment illustrate the model and its discretization.

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DOI : 10.1051/m2an/2017038
Classification : 35K57, 35K65, 35L65, 35Q35, 35R05
Keywords: clarifier-thickener, invariant-region property, multi-component flow, percentage propagation, wastewater treatment

Bürger, Raimund 1 ; Diehl, Stefan 1 ; Mejías, Camilo 1

1
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     title = {A difference scheme for a degenerating convection-diffusion-reaction system modelling continuous sedimentation},
     journal = {ESAIM: Mathematical Modelling and Numerical Analysis },
     pages = {365--392},
     publisher = {EDP-Sciences},
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Bürger, Raimund; Diehl, Stefan; Mejías, Camilo. A difference scheme for a degenerating convection-diffusion-reaction system modelling continuous sedimentation. ESAIM: Mathematical Modelling and Numerical Analysis , Tome 52 (2018) no. 2, pp. 365-392. doi: 10.1051/m2an/2017038

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