## Abstract Aerobic treatment of refinery wastewater was carried out in a 200 dm^3^ gas–liquid–solid three‐phase flow airlift loop bioreactor, in which a biological membrane replaced the activated sludge. The influences of temperature, pH, gas–liquid ratio and hydraulic residence time on the reduct
A pilot study for nitrifying treatment of wastewater from fertilizer production using a gas–liquid–solid three-phase flow airlift loop bioreactor
✍ Scribed by Jianping Wen; Xianling Liu; Qing Yuan; Xueming Zhao
- Publisher
- Wiley (John Wiley & Sons)
- Year
- 2006
- Tongue
- English
- Weight
- 166 KB
- Volume
- 81
- Category
- Article
- ISSN
- 0268-2575
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✦ Synopsis
Abstract
An 80 m^3^ pilot‐scale gas–liquid–solid three‐phase flow airlift loop bioreactor (ALR) with a low ratio of height to diameter, in which a biological membrane replaced the activated sludge, was used in the nitrifying treatment of a real effluent from a fertilizer plant. The influences of pH value, air influx (Q~g~) and hydraulic residence time (HRT) on the reductions in chemical oxygen demand (COD) and ammonia nitrogen (NH~4~‐N) were investigated and are discussed herein. The optimum operating conditions were obtained at a pH value of 7.0–8.0, air influx of 500 m^3^ h^−1^ and an HRT of 10 h. Under these optimum conditions, the effluent COD and NH~4~‐N were less than 50 mg L^−1^ and 10 mg L^−1^ for a 40‐day run, which were far below the primary discharge standard for the chemical fertilizer industry in the People's Republic of China (COD ≤ 100 mg L^−1^ and NH~4~‐N ≤ 40 mg L^−1^). Furthermore, this pilot‐scale airlift loop bioreactor generated only one‐quarter of the sludge waste compared with the traditional activated sludge process. Copyright © 2006 Society of Chemical Industry
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