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Study on ABR Stage-Constructed Wetland Integrated System in Treatment of Rural Sewage

机译:ABR阶段构建的湿地综合系统治疗农村污水

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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, a full-scale ABR-constructed wetland integrated sewage treatment system was designed and applied to treat low strength rural sewage in Yunnan, China. All the trials lasted 36 months, and the results of trial indicated that SS removal rate of the ABR stage and the integrated system was over 75% and 86% at 23 °C. When the temperature decreased to 13°C, the SS removal rates of ABR stage could maintain 65.26%. The hydraulic retention times (HRTs) of anaerobic digestion tank, anaerobic contact tank, surface flow constructed wetland and underflow constructed wetland were set as HRT1, HRT2, HRT3 and HRT4, respectively. At 20-25 °C, under the condition that HRTl=61h, HRT2=49h, HRT3=7h and HRT4=7h, the COD, TN, TP removal rates of integrated wastewater treatment system could be over 81.19%, 82,33% and 67.25%, respectively. Based on the results of trial, the extending the constructed wetland's operational life was evaluated, and the mechanisms of higher efficacy and long-term stable operation of integrative sewage treatment system in treatment of low strength rural sewage were owed to high efficient SS removal rate at ABR stage.
机译:由所构造的湿地提示,没有长期稳定的操作和厌氧挡板反应器(ABR)具有更高的悬浮固体(SS)去除率,设计并应用了一个全规模的ABR构造的湿地综合污水处理系统,以治疗低强度农村污水在云南,中国。所有试验持续36个月,试验结果表明,ABR阶段的SS去除率和综合系统在23°C时超过75%和86%。当温度降至13℃时,ABR阶段的SS去除率可维持65.26%。 Anaerobic消化罐,厌氧接触罐,表面流动构造的湿地和下溢位湿地分别设定为HRT1,HRT2,HRT3和HRT4的液压保留时间(HRT)。在20-25℃下,在HRT1 = 61h,HRT2 = 49h,HRT3 = 7h和HRT4 = 7h,COD,TN,集成废水处理系统的TP去除率可能超过81.19%,82,33%分别为67.25%。根据试验结果,评价延长建造的湿地的运营寿命,符合综合污水处理系统的效率和长期稳定运行的机制,欠高效的SS去除率ABR阶段。

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