Electroflotation clarifier to enhance nitrogen removal in a two-stage alternating aeration bioreactor

Authors
Cho, KangwooChung, Chong MinKim, Yun JungHoffmann, Michael R.Chung, Tai Hak
Issue Date
2013-10-01
Publisher
TAYLOR & FRANCIS LTD
Citation
ENVIRONMENTAL TECHNOLOGY, v.34, no.19, pp.2769 - 2776
Abstract
Stringent water treatment criteria and rapidly growing pollutant loads provoke the demand for retrofitting wastewater treatment plants towards a higher capacity. In this study, we assess a two stage alternating aeration (AA) bioreactor equipped with electroflotation (EF) clarifier, for nitrogen removal within a short hydraulic reTENTion time (HRT). The EF under steady solids loading required a minimum unit height and gas:solids ratio of 0.006 for efficient clarification. The separated sludge blanket was further thickened with retaining stability when the cyclic solids loading was smaller than 1.0kgm(-2). In the continuous operation of the bioreactor, the returned activated sludge concentration increased to more than 18,000mgL(-1), while the effluent suspended solids concentration was lowered below 5mgL(-1). Under influent chemical oxygen demand (COD)/total inorganic nitrogen (TIN) concentration of 300/30mgL(-1), the TIN removal efficiency was near 70% with cycle time ratios of 0.17 and 0.27. Under higher influent COD concentration of 500mgL(-1), TIN removal efficiency was found to be 73.4% at a carbon:nitrogen (C:N) ratio of 10 and even higher (80.4%) at a C:N ratio of 16.6. The increased mixed liquor suspended solids concentrations (>6000mgL(-1)) under the high COD loading were efficiently maintained by using the EF clarifier. The results of this study demonstrate that an EF clarifier with a HRT of less than 1 h can support reliable nitrogen removal in the AA process that has a HRT of 6h, even under increasing influent loadings.
Keywords
DISSOLVED AIR FLOTATION; ACTIVATED-SLUDGE PROCESS; WASTE-WATER TREATMENT; INTERMITTENT-AERATION; ELECTROLYTIC BUBBLES; MEMBRANE BIOREACTOR; PHOSPHORUS REMOVAL; DESIGN; FLOW; CLARIFICATION; DISSOLVED AIR FLOTATION; ACTIVATED-SLUDGE PROCESS; WASTE-WATER TREATMENT; INTERMITTENT-AERATION; ELECTROLYTIC BUBBLES; MEMBRANE BIOREACTOR; PHOSPHORUS REMOVAL; DESIGN; FLOW; CLARIFICATION; wastewater treatment; alternating aeration bioreactor; electroflotation; activated sludge; nitrogen removal
ISSN
0959-3330
URI
https://pubs.kist.re.kr/handle/201004/127552
DOI
10.1080/09593330.2013.788072
Appears in Collections:
KIST Article > 2013
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