2008Journal of Lanzhou UniversityRequires access

Dyeing wastewater treatment with immobilized microorganism technology

Yunbin Zhou

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Abstract

The dyeing wastewater in the pilot-scale experiment was investigated based on the technologies of hydrolysis/acidification/aerobic,which focused on the microorganism immobilization on macroporous car- riers.The result showed that when chemical oxygen demand(COD_(Cr))in the wastewater varied from 1.0~1.2 g/L,and the hydraulic retention time was 20 h,the effluent quality reached the first discharge standard specified in GB 8978—1996.In a hydrolytic/acidification reactor,the COD_(Cr)load could reach 1.7 kg/(d·m~3) and the removal rate was 44%,and the COD_(Cr)load could reach 1.9 kg/(d·m~3)and the removal rate was 83% in an aeration reactor.A dynamics mathematical model for the degradation of dye wastewater was established.

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The dyeing wastewater in the pilot-scale experiment was investigated based on the technologies of hydrolysis/acidification/aerobic,which focused on the microorganism immobilization on macroporous car- riers.The result showed that when chemical oxygen demand(COD_(Cr))in the wastewater varied from 1.0~1.2 g/L,and the hydraulic retention time was 20 h,the effluent quality reached the first discharge standard specified in GB 8978—1996.In a hydrolytic/acidification reactor,the COD_(Cr)load could reach 1.7 kg/(d·m~3) and the removal rate was 44%,and the COD_(Cr)load could reach 1.9 kg/(d·m~3)and the removal rate was 83% in an aeration reactor.A dynamics mathematical model for the degradation of dye wastewater was established.

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Available abstract

The dyeing wastewater in the pilot-scale experiment was investigated based on the technologies of hydrolysis/acidification/aerobic,which focused on the microorganism immobilization on macroporous car- riers.The result showed that when chemical oxygen demand(COD_(Cr))in the wastewater varied from 1.0~1.2 g/L,and the hydraulic retention time was 20 h,the effluent quality reached the first discharge standard specified in GB 8978—1996.In a hydrolytic/acidification reactor,the COD_(Cr)load could reach 1.7 kg/(d·m~3) and the removal rate was 44%,and the COD_(Cr)load could reach 1.9 kg/(d·m~3)and the removal rate was 83% in an aeration reactor.A dynamics mathematical model for the degradation of dye wastewater was established.

Key concepts: Chemical oxygen demand, Wastewater, Effluent, Hydraulic retention time, Aeration, Pulp and paper industry, Hydrolysis, Chemistry

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