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Abstract:
Two-stage biological aerated filter was used for domestic wastewater treatment. The hydraulic loading rate of A-stage limited to 9.17 m3/(m2·d), 15.59 m3/(m2·d) and 22.01 m3/(m2·d) respectively and the ratio of air to water was 6 to 1, while the mtio of air to water was 2 to 1 at B-stage, and temperature was kept in the range of 18-20°C throughout the experiment. After 3-month operation, the result shows that stable and advanced effluent with the results of sCOD 3-N < 4.0 mg/L, SS < 10 mg/L at steady state has been abtained, and the chlorinated effluent well meets the quality standards of water reused for toilet flushing, street flushing, fire fighting and urban greening; Meanwhile, the sCOD, ammonium, total nitrogen and total phosphorous of the effluant also has been kept at lower level under the condition of non-steady state such as loading rate adjustment or backwashing. Moreover, it is to maintain a stable operation of the BAF system, pre-treatment, suitable backwashing rate and good start-up conditions are quite necessary.
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Journal of Beijing University of Technology
ISSN: 0254-0037
Year: 2006
Issue: 12
Volume: 32
Page: 1071-1076
Cited Count:
WoS CC Cited Count: 0
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ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 5