Iranian Journal of Environmental Health, Science and Engineering
Iranian Association of Environmental Health (IAEH)
ISSN: p-ISSN: 1735-1979
Vol. 6, No. 1, 2009, pp. 53-60
Bioline Code: se09010
Full paper language: English
Document type: Research Article
Document available free of charge
Iranian Journal of Environmental Health, Science and Engineering, Vol. 6, No. 1, 2009, pp. 53-60
© Copyright 2009 - Tehran University of Medical Sciences Publications
Investigation of Intermittent Chlorination System in Biological Excess Sludge Reduction by Sequencing Batch Reactors|
Takdastan, A.; Mehrdadi, N.; Azimi, A. A.; Torabian, A. & Nabi Bidhendi, G.
The excessive biological sludge production is one of the disadvantages of aerobic wastewater treatment processes such as sequencing batch reactors. To solve the problem of excess sludge production, oxidizing some of the sludge by chlorine, thus reducing the biomass coefficient as well as the sewage sludge disposal may be a suitable idea. In this study, two sequencing batch reactors, each with 20 L volume and controlled by on-line system were used. After providing the steady state conditions in the reactors, sampling and testing of parameters were done during 8 months. The results showed that during the solid retention time of 10 days the kinetic coefficient of Y and Kd were 0.58 mg biomass/mg COD and 0.058/day, respectively. At the next stage, different concentrations of chlorine were used in the reactors intermittently. Results showed that 15 mg chlorine/gMLSS in the reactor was able to reduce the yield coefficient from 0.58 to 0.3 mg biomass/mg COD. In other words, the biological excess sludge was reduced about 48%. But the soluble chemical oxygen demand increased slightly in the effluent and the removal percentage decreased from 95% in the blank reactor to 55% in the test reactor.
Biological sludge, chlorine, sludge oxidation, yield coefficient, specific oxygen uptake rate, sludge volume index
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