Abstract
A dynamic model of the settling process in the secondary settler of a wastewater treatment plant is given by a nonlinear scalar conservation law for the sludge concentration under the form of a partial differential equation (PDE). A numerical algorithm is given, which also includes a mathematical model of the aeration tank. Theoretical and numerical simulations are then compared with real data. The evolution of the shock corresponding to the rising of a sludge blanket is described by an ordinary differential equation (ODE). Consequently, regulation strategies of the rising of a sludge blanket in case of important water admission to the plant are proposed. We end briefly with two possible extensions. A model with two classes of particles in interaction is introduced to take into account the particle size change, as well as a model giving the distribution of residence times to take into account its effect on the velocity.
| Original language | English |
|---|---|
| Pages (from-to) | 1857-1866 |
| Number of pages | 10 |
| Journal | Water Research |
| Volume | 31 |
| Issue number | 8 |
| DOIs | |
| Publication status | Published - 1 Jan 1997 |
Keywords
- Clarification
- Conservation numerical scheme
- Control
- Entropic solution
- Hyperbolic equation
- Mathematical modeling
- Secondary settler
- Thickening
- Waste water treatment plant
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