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Treatment of Domestic Sewage by Membrane Bioreactor with Bubbleless Aeration

机译:用泡沫曝气治疗膜生物反应器的生活污水

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An experiment was carried out to use plate-type silicone rubber membrane equipped bioreactor with bubbleless oxygen supplying for the treatment of domestic sewage. The effects of hydraulic load, COD_(cr) entrance concentration and oxygen pressure on the discharge concentrations of COD_(cr), BOD_5 and NH_3-N were investigated. The results showed that the discharge concentrations of the three pollutants were 18.6 mg- L~(-1), 9.33 mg- L~(-1) and 3.56 mg-L~(-1) respectively when hydraulic load was 0. 25 m~3.m~(-2).h~(-1) and entrance concentrations of COD_(cr) , BOD_5 and NH_3-N were 220 mg-L~(-1), 140 mg-L~(-1) and 45 mg-L~(-1), respectively. These values are lower than the standard ones regulated in the 《Emission Standards of Municipal Wastewater Treatment Plant 》 (GB/18918-2002) issued by Chinese government . The degrading dynamic models of COD_(cr) and BOD5 were established and proved to be basically consistent with the experiment values.
机译:进行了一种实验,用配备有鞋面的生物反应器进行板式硅橡胶膜,供应用于治疗生活污水。研究了液压载荷,COD_(CR)入口浓度和氧气压力对COD_(CR),BOD_5和NH_3-N的放电浓度的影响。结果表明,当液压负荷为0.25米时,三种污染物的放电浓度分别为18.6mg-1(-1),9.33mg-1(-1)和3.56mg-1(-1) 〜3.m〜(-2).h〜(-1)和Cod_(Cr),BoD_5和NH_3-N的入射浓度为220mg-1〜(-1),140 mg-L〜(-1)和45 mg-1(-1)分别。这些价值低于中国政府发布的“市污水处理厂”(GB / 18918-2002)中规定的标准标准。建立了COD_(CR)和BOD5的劣化动态模型,并证明基本上与实验值一致。

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