Improvement of Wastewater Coagulation Using Ozone
作者:
M.T. Orta de Velásquez,
J.M. Altamirano Corro,
I. Monje Ramírez,
O. Manero Brito,
期刊:
Ozone: Science & Engineering
(Taylor Available online 1998)
卷期:
Volume 20,
issue 2
页码: 151-162
ISSN:0191-9512
年代: 1998
DOI:10.1080/01919519808547283
出版商: Taylor & Francis Group
关键词: Ozone;Municipal Wastewater;Coagulation-Flocculation;Chemically-Enhanced Primary Treatment
数据来源: Taylor
摘要:
A study to evaluate the effect of ozone on solids removal during the coagulation-flocculation of wastewater from Mexico City drainage (including domestic and industrial) was conducted. Results of this study show significant improvements in the effluent quality with small ozone doses. The optimum ozone dosage was found to be 3.32 mg L−1± 0.20. With this dosage it is possible to reduce the coagulant concentration from 50 mg L−1to 40 mg L−1without affecting the effluent quality. When coagulant dose is not reduced, an increase in the flocs' settling velocity due to a larger average size (with a decrease in TSS) is observed before and after filtration. In all cases, reductions in turbidity and color levels are seen when polyelectrolytes are used. The best results are achieved using a relation of ≈ 0.02 g O3/g TOC.
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