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Performance of anaerobic stage-constructed wetland integrated in treatment of low-concentration domestic sewage

机译:厌氧舞台构建湿地的性能整合治疗低浓度生活污水

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Prompted by the constructed wetland without long-term stable operation and anaerobic baffled reactor (ABR) with higher suspended solid (SS) removal rate, an anaerobic stage-constructed wetland integrated sewage treatment system was designed and applied to treat low-concentration domestic sewage from campus. The hydraulic retention times (HRTs) of anaerobic stage and constructed wetland were set as HRT_1, HRT_2 by our research. All the trials lasted 30 months, and the results of trial indicated that SS removal rate of the ABR stage was at least 82% under the condition that HRT_1 >=20h. At ( 22±2) °C, under the conditions that HRT_1=45h and HRT_2=15h, the COD, TN, TP removal rates of integrated wastewater treatment system could be over 82.38%, 76.75% and 71.29%, respectively. Based on the results of trial, the operational life of constructed wetland integrated with ABR was evaluated that at least 4 times than that of individual constructed wetland, and the mechanisms of higher efficacy and long-term stable operation of integrative sewage treatment system in treatment of low-concentration domestic sewage from campus were owed to high efficient SS removal rate at ABR stage.
机译:通过人工湿地没有长期稳定运行和厌氧折流板反应器(ABR)具有较高的悬浮固体(SS)去除率提示,厌氧阶段人工湿地一体化污水处理系统的设计和从施加到治疗低浓度生活污水校园。厌氧阶段和构造湿地的液压保留时间(HRT)被设定为HRT_1,HRT_2通过我们的研究。所有试验持续30个月,试验结果表明,在HRT_1> = 20h的条件下,ABR阶段的SS去除率至少为82%。在(22±2)℃下,所述条件下该HRT_1 = 45H和HRT_2 = 15H,集成废水处理系统的COD,TN,TP去除率可能超过分别82.38%,76.75%和71.29%。基于试验结果,与ABR集成的建造湿地的运行寿命得到评估,至少4次,而不是个体构造的湿地,以及综合污水处理系统治疗的效力和长期稳定运行的机制校园的低浓度国内污水是在ABR阶段的高效SS去除率。

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