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Multi-stage constructed wetland systems for municipal wastewater treatment

机译:用于市政废水处理的多级人工湿地系统

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In the present paper the detailed design and performances of two municipal wastewater treatment plants, a four-stage constructed wetlands (CW) system located in the city of Dicomano (about 3,500 inhabitants) in Italy, and a three-stage CW system for the village of Chorfech (about 500 inhabitants) in Tunisia, are presented. The obtained results demonstrate that multi-stage CWs provide an excellent secondary treatment for wastewaters with variable operative conditions, reaching also an appropriate effluent quality for reuse. Dicomano CWs have shown good performances, on average 86% of removal for the Organic Load, 60% for Total Nitrogen (TN), 43% for Total Phosphorus (TP), 89% for Total Suspended Solids (TSS) and 76% for Ammonium (NH4). Even the disinfection process has performed in a very satisfactory way, reaching up to 4-5 logs of reduction of the inlet pathogens concentration, with an Escherichia coli average concentration in the outlet often below 200 UFC/ 100 mL. The mean overall removal rates of the Chorfech CWs during the monitored period have been, respectively, equal to 97% for TSS and Biochemical Oxygen Demand (BOD5), 95% for Chemical Oxygen Demand (COD), 71% for TN and 82% for TP. The observed removal of E. coli by the CW system was in this case 2.5 log units.
机译:本文详细介绍了两个市政污水处理厂的设计和性能,位于意大利迪科马诺市(约有3500名居民)的四级人工湿地(CW)系统以及该村的三级CW系统。介绍了在突尼斯的乔费希(约500名居民)。获得的结果表明,多级连续式污水处理厂可为操作条件可变的废水提供出色的二级处理,并达到适当的废水质量以供再利用。 Dicomano CW表现出良好的性能,有机负荷的平均去除率为86%,总氮(TN)的去除率为60%,总磷(TP)的去除率为43%,总悬浮固体(TSS)的去除率为89%,铵态的去除率为76% (NH4)。甚至消毒过程也以非常令人满意的方式执行,减少了多达4-5 log的入口病原体浓度,出口的大肠杆菌平均浓度通常低于200 UFC / 100 mL。在监测期间,Chorfech CW的平均总去除率分别等于TSS和生化需氧量(BOD5)的97%,化学需氧量(COD)的95%,TN的71%和TN的82% TP。在这种情况下,通过连续波系统观察到的大肠杆菌去除率为2.5 log单位。

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