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Treatment Efficiencies of the Vertical Flow Pilot-Scale Constructed Wetlands for Domestic Wastewater Treatment

机译:垂直流中试规模人工湿地处理生活污水的处理效率

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摘要

To foster the practical development of the constructed wetlands used for water quality enhancement in Turkey,2 vertical subsurface flow pilot-scale constructed wetlands were implemented on the METU campus,Ankara,Turkey.Both of the wetlands were planted with Phragmites australis and operated identically at a flowrate of 3 m^d~(-1)and a hydraulic loading rate(HLR)of 0.100 m.d~(-1),intermittently.The main objective of the research was to quantify the effect of different substrates(gravel and blast furnace granulated slag)on the nutrient removal performance of the constructed wetlands in the prevailing climate of Ankara.According to the monitoring study(July 2002-January 2003),concentration based average removal efficiencies for the slag and gravel reed beds were as follows:TSS(64% and 62%),COD(49% and 40%),NH_4~+-N(88% and 58%),TN(41% and 44%),TP(63% and 9%)and PO_4~(3-)-P(60% and 4%).In general,the treatment performance of the slag system was better than that of the gravel system.
机译:为促进土耳其用于改善水质的人工湿地的实际发展,在土耳其安卡拉的METU校园内实施了2个垂直地下流中试规模的人工湿地。这两个湿地都种植了芦苇,并在3 m ^ d〜(-1)的流量和0.100 md〜(-1)的水力加载率(HLR)间歇地进行。研究的主要目的是量化不同基材(砾石和高炉)的影响颗粒矿渣)对安卡拉主要气候条件下人工湿地养分去除的影响。根据监测研究(2002年7月至2003年1月),基于浓度的矿渣和砾石芦苇床的平均去除效率如下:TSS( 64%和62%),COD(49%和40%),NH_4〜+ -N(88%和58%),TN(41%和44%),TP(63%和9%)和PO_4〜( 3-)-P(60%和4%)。一般而言,矿渣系统的处理性能优于砾石系统。

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