Résumé
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.
| langue originale | Anglais |
|---|---|
| Pages (de - à) | 1857-1866 |
| Nombre de pages | 10 |
| journal | Water Research |
| Volume | 31 |
| Numéro de publication | 8 |
| Les DOIs | |
| état | Publié - 1 janv. 1997 |
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