组合曝气MBr一体化设备处理生活污水的全尺寸试验

Fengping Hu, Cong Wan, Wei Chen, P. Zhu
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引用次数: 0

摘要

采用联合曝气膜生物反应器处理城市污水,当进水CODCr、BOD5、NH3-N浓度分别为53.15~978.50 mg/L、28.23~431.55 mg/L、4.14~37.78 mg/L时,水力停留时间(HRT)为4 h、6 h、8 h时,CODCr、BOD5、NH3-N的平均去除率分别为:90%以上、95%以上、90%以上,HRT为6 h时出水水质稳定,其去除率范围为CODCr: 3.5~30 mg/L;BOD5:低于5mg /L;NH3-N:低于5 mg/L,出水水质优于《城市循环水-城市杂项用水水质标准》(GB/T 18920-2002)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Full-scale test on domestic sewage treatment with combination aeration MBr integration equipment
Use combination aeration membrane bioreactor for urban sewage processing, when influent CODCr, BOD5, NH3-N concentration ranged:53.15~978.50 mg/L, 28.23~431.55 mg/L, 4.14~37.78 mg/L, when the hydraulic retention time (HRT) for 4 h, 6 h, 8 h, CODCr, BOD5 and NH3-N the average removal efficiencies were: above 90%, above 95%, above 90%, the best HRT for 6 h. Stable effluent quality, its range was CODCr: 3.5~30 mg/L; BOD5: below 5 mg/L; NH3-N: below 5 mg/L, effluent quality is better than The Reuse of Urban Recycling Water-Water Quality Standard for Urban Miscellaneous Water Consumption(GB/T 18920-2002).
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