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A Study on Brewery Wastewater Treating by Microbes

Wei Bai

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Abstract

Brewery wastewater from Sichuan Quanxing Brewery was treated by anaerobic-aerobic technique combined with effective microbes.The COD Cr of influent was 8,456.3-22,442.0 mg/L,BOD 5 was 5,040.0 - 9,557.1 mg/L,pH was 3-4 and which needs no adjustment.The anaerobic reactor can be run up immediately seeded by microbes products.The organic loading was 10.2 g COD/Ld,while the COD removal rate was 91-95%.The BOD removal rate was 91-94% and the pH of effluent was 6.6-7.1.The COD Cr of effluent was below to 2,000 mg/L,BOD 5 was below to 800 mg/L.The anerobic sludge in the reactor was granulated completely.Microbes also seeded in the aerobic system.After 10-12h,the COD Cr of effluent was lower than 230 mg/L,or can even meet the national discharge standards.Microbes technique is the key of this process.

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What this paper is about

Brewery wastewater from Sichuan Quanxing Brewery was treated by anaerobic-aerobic technique combined with effective microbes.The COD Cr of influent was 8,456.3-22,442.0 mg/L,BOD 5 was 5,040.0 - 9,557.1 mg/L,pH was 3-4 and which needs no adjustment.The anaerobic reactor can be run up immediately seeded by microbes products.The organic loading was 10.2 g COD/Ld,while the COD removal rate was 91-95%.The BOD removal rate was 91-94% and the pH of effluent was 6.6-7.1.The COD Cr of effluent was below to 2,000 mg/L,BOD 5 was below to 800 mg/L.The anerobic sludge in the reactor was granulated completely.Microbes also seeded in the aerobic system.After 10-12h,the COD Cr of effluent was lower than 230 mg/L,or can even meet the national discharge standards.Microbes technique is the key of this process.

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Available abstract

Brewery wastewater from Sichuan Quanxing Brewery was treated by anaerobic-aerobic technique combined with effective microbes.The COD Cr of influent was 8,456.3-22,442.0 mg/L,BOD 5 was 5,040.0 - 9,557.1 mg/L,pH was 3-4 and which needs no adjustment.The anaerobic reactor can be run up immediately seeded by microbes products.The organic loading was 10.2 g COD/Ld,while the COD removal rate was 91-95%.The BOD removal rate was 91-94% and the pH of effluent was 6.6-7.1.The COD Cr of effluent was below to 2,000 mg/L,BOD 5 was below to 800 mg/L.The anerobic sludge in the reactor was granulated completely.Microbes also seeded in the aerobic system.After 10-12h,the COD Cr of effluent was lower than 230 mg/L,or can even meet the national discharge standards.Microbes technique is the key of this process.

Key concepts: Effluent, Wastewater, Pulp and paper industry, Anaerobic exercise, Chemistry, Chemical oxygen demand, Wastewater quality indicators, Biochemical oxygen demand

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