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首页> 外文期刊>Desalination: The International Journal on the Science and Technology of Desalting and Water Purification >Subsurface-horizontal flow constructed wetland for sewage treatment under Moroccan climate conditions
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Subsurface-horizontal flow constructed wetland for sewage treatment under Moroccan climate conditions

机译:摩洛哥气候条件下地下水平流人工湿地用于污水处理

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Performance and behaviour of a subsurface-horizontal flow constructed wetlands (SSF-h CW) used for sewage post-treatment behind an upflow anaerobic reactor under Moroccan climate conditions are reported.The experimental setup included three parallel beds of 28 m2,each receiving 9.5 m~3 d~(-1) of pre-treated sewage corresponding to a hydraulic loading rate of 0.34 m(m~2 d)~(-1) and a COD loading rate of 0.15 kg (m~2 d)~(-1).Beds 1 and 2 were planted with Phragmites australis and Arundo donax,respectively,and bed 3 was kept unplanted (control).Average data reported here coincided with a plant age going from 12 to 18 months and covered an entire cold season and the early part of the hot season.Average water losses by evapotranspiration amounted 40 and 57 mm d~(-1),respectively,for Arundo and Phragmites,while evaporation did not exceed 7 mm d~(-1) for the unplanted bed.Percentage of losses given as the ratio of lost flow/applied flow,amounted 11,17 and 2%,respectively,for Arundo,Phragmites and the control.A potassium bromide (KBr) tracer study was performed on the three filters simultaneously.The actual hydraulic retention time (HRT) was found to be around 9 h for the three filters (13 h for the theoretical HRT,V/Q),indicating the occurrence of a dead zone volume of 30% in each filter,a result explained by the fact that the three filters had the same design and filling medium.Kinetic first order constant,K (20°C) for BOD5 removal was calculated using the tracer study results.K.values were 1.384,1.284 and 0.904 d~(-1),respectively,for Arundo,Phragmites and for the control.Compared to the control,K value increased by 53 and 42% for Arundo and Phragmites,respectively,clearly showing the impact of planting the beds.In addition,some effluent surfacing occurred for the control but not for the planted beds.A satisfactory COD removal pattern was achieved.We found 70,85 and 130 mg L~(-1),respectively,for the effluents of Arundo,Phragmites and the control.However,no similar removal pattern was found for nitrogen and for phosphorus.In addition,faecal coliforms removal rate was small and did not exceed 1 Log Unit in the best case.
机译:报道了在摩洛哥气候条件下,用于上流式厌氧反应器后面的污水后处理的地下-水平流动人工湿地(SSF-h CW)的性能和行为。实验装置包括三个28 m2的平行床,每个平行床9.5 m 〜3 d〜(-1)的预处理污水对应于0.34 m(m〜2 d)〜(-1)的水力负荷率和0.15 kg(m〜2 d)〜(-)的COD负荷率1)。第1和第2床分别种植了澳洲芦苇和Arundo ax,第3床未种植(对照)。这里报告的平均数据与植物年龄从12到18个月相符,涵盖了整个寒冷季节。对于Arundo和Phragmites,蒸散造成的平均水分损失分别为40和57 mm d〜(-1),而未种植的床蒸发量不超过7 mm d〜(-1)。对于Arundo,Phragmites,损失百分比以损失流量/应用流量的比率表示,分别为11,17和2%同时对三个过滤器进行了溴化钾(KBr)示踪研究。发现三个过滤器的实际水力停留时间(HRT)约为9小时(理论HRT,V / Q为13小时) ),表明每个滤池中死区体积的发生率为30%,这是由于三个滤池的设计和填充介质相同而造成的。动能一阶常数K(20°C)用于去除BOD5为用示踪剂研究结果计算。Arundo,芦苇和对照的K值分别为1.384、1.284和0.904 d〜(-1)。与对照相比,Arundo和K的K值分别提高了53和42%。芦苇分别清楚地表明了种植床的影响。此外,对照中发生了一些废水铺面,但种植床却没有。出水COD去除效果令人满意。我们发现了70,85和130 mg L〜(- 1)分别用于Arundo,Phragmites和控制的废水。但是,没有类似的清除方法粪便中大肠菌的去除率很小,在最佳情况下不超过1 Log Unit。

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