Research Article
Aug 1981
Nonlinear Programming Model of Wastewater Treatment Plant
Author: Daniel TytecaAuthor Affiliations
Publication: Journal of the Environmental Engineering Division
Volume 107, Issue 4
Abstract
The optimal design of a wastewater treatment plant involves two complementary aspects—the mathematical model and the optimization technique—both of which have to be equally developed. This was seldom the case in previous literature. A complete mathematical model is described reflecting the operation of a treatment plant including six units (primary settler, aerator, final settler, thickener, anaerobic digester, and vacuum filter). Although many of the basic relationships come from the literature, some new equations and concepts are proposed. Basically, these are based on the disaggregation of the waste load into four components (biodegradable and nonbiodegradable suspended solids, biodegradable dissolved solids, and biomass). The model equations described the evolution of each of these components during biological and physicochemical phenomena occuring in the treatment plant. The development of an efficient optimization method and the results from various runs are reported in a companion paper.
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Published In
Journal of the Environmental Engineering Division
Volume 107 • Issue 4 • August 1981
Pages: 747 - 766
Copyright
© 1981 American Society of Civil Engineers.
History
Published in print: Aug 1981
Published online: Feb 11, 2021
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Daniel Tyteca
Research Asst., Institut d’Administration et de Gestion, Catholic Univ. of Louvain, B-1348 Louvain-la-Neuve, Belgium
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