Slaughterhouse wastewater treatment by adopting AB method coupled with internal recycle biological aerated filter
Huawen Zhong, Dehao Li, Peixi Lin, Xitang Zhou
Abstract
Huawen Zhong, Dehao Li, Peixi Lin, Xitang Zhou
Abstract
Aiming at the characteristics that slaughterhouse wastewater contains organic pollution and ammonia nitrogen with high concentration, the combined technological treatment of AB method and internal recycle BAF are adopted. The test studies hydraulic retention time (HRT) of section A and section B of AB method and the effect of influent water loading on the COD removal, effect of the HRT of internal recycle BAF on NH3-N removal effect, and recovery situation after backwash of internal recycle BAF. The result shows that for section A, when HRT is 50~55 min, and COD load is 15~18 kg/m3·d, COD removal rate is 55~60%; for section B, when HRT is 8~10h, and COD load is 0.60~0.75 kg/m3·d, COD removal rate is 75~80%; and for internal recycle BAF, when HRT is 2.0h and dissolved oxygen (DO) is ≮2.5mg/L, NH3-N removal rate is 83%; and internal recycle BAF can be restored to normal levels in 3h after backwash.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
Aiming at the characteristics that slaughterhouse wastewater contains organic pollution and ammonia nitrogen with high concentration, the combined technological treatment of AB method and internal recycle BAF are adopted. The test studies hydraulic retention time (HRT) of section A and section B of AB method and the effect of influent water loading on the COD removal, effect of the HRT of internal recycle BAF on NH3-N removal effect, and recovery situation after backwash of internal recycle BAF. The result shows that for section A, when HRT is 50~55 min, and COD load is 15~18 kg/m3·d, COD removal rate is 55~60%; for section B, when HRT is 8~10h, and COD load is 0.60~0.75 kg/m3·d, COD removal rate is 75~80%; and for internal recycle BAF, when HRT is 2.0h and dissolved oxygen (DO) is ≮2.5mg/L, NH3-N removal rate is 83%; and internal recycle BAF can be restored to normal levels in 3h after backwash.
Key concepts: Wastewater, Hydraulic retention time, Aeration, Chemistry, Sewage treatment, Ammonia, Chromatography, Waste management