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Using the Kinetics of Biological Flocculation and the Limiting Flux Theory for the Preliminary Design of Activated Sludge Systems. II: Experimental Verification |
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| Authors: | Enrique J. La Motta José A. Rojas J. Alex McCorquodale |
| Affiliation: | 1Professor, Dept. of Civil and Environmental Engineering, Univ. of New Orleans, LA 70148. 2Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of New Orleans, LA 70148. 3FMI Professor for Environmental Modeling, Dept. of Civil and Environmental Engineering, Univ. of New Orleans, LA 70148. |
| Abstract: | Current activated sludge models consider that the removal of biodegradable organics by suspended growth includes: rapid enmeshment of the organic particles in the microbial floc, hydrolysis of the complex organic molecules into readily biodegradable organic substances, and oxidation of dissolved organic substances. All of the models assume that hydrolysis is the rate-limiting step, but none considers the role that the kinetics of biological flocculation and the sludge-settling characteristics may play in defining the activated sludge operating parameters. Several researchers have studied the kinetics of biological flocculation, and have analyzed its role on the removal of particulate chemical oxygen demand in suspended growth reactors. It has been demonstrated that a large proportion of the organic matter present in sewage can be removed by biological flocculation using short hydraulic retention times and subsequent settling. The first paper demonstrates that the one-dimensional limiting flux theory may be useful for coupling the sludge-settling properties with the aeration tank behavior, and the second paper presents experimental evidence that the proposed model is a reasonable first approximation that can be used for activated sludge system design and operation. |
| Keywords: | Kinetics Activated sludge Biodegradation Verification Organic matter Flocculation |