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Improving removal performance of pollutants by artificial aeration and flow rectification in free water surface constructed wetland

机译:通过人工曝气和流动精馏改善自由水面人工湿地中污染物的去除性能

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Improving the removal performance of pollutants in constructed wetlands (CWs) is a very important topic. In this work, artificial aeration and flow rectification were used to enhance the pollutant-removal efficiencies of free water surface (FWS) CW in treating campus wastewater. Experimental results demonstrated that, under a rather low average concentration of biochemical oxygen demand (BOD 12.3 mg l(-1)), artificial aeration and flow rectification showed a superior potential in increasing the removal ratio of BOD from 46.7% to 68.3% on school days and from 13.2% to 46.7% on non-school days. An effective increase in ammonium -nitrogen (NH4+-N) removal from 32.9 - 54.8% to 78.2 - 78.6% was achieved. Also, great improvements in removal loading rates to 4.498 g-N d(-1) m(-2) and 1.738 g-N d(-1) m(-2) under influent loading rates of 5.750 g-N d(-1) m(-2) and 2.211 g-N d(-1) m(-2) on school days and non-school days, respectively, enlarged emerging applications of FWS CWs. It implied that artificial aeration and flow rectification increased the efficiency of land use in FWS CWs and reduced the cost of pollutant removal. No significant effects of artificial aeration on total phosphorous (TP) removal performance were observed. From the experimental results with artificial aeration and without flow rectification, it demonstrated that proper flow rectification was crucial in using aeration to improve the removal performance of FWS CWs. The resuspension of sediments that was induced by aeration worsened the removal performances of BOD and NH4+-N but improved the removal of TP by improving adsorption and sedimentation. (C) 2016 Elsevier Ltd. All rights reserved.
机译:改善人工湿地(CW)中污染物的去除性能是一个非常重要的课题。在这项工作中,人工曝气和流量精馏被用于提高自由水面(FWS)CW在处理校园废水中的污染物去除效率。实验结果表明,在平均较低的生化需氧量(BOD <12.3 mg l(-1))下,人工曝气和气流精馏显示出将BOD去除率从46.7%提高到68.3%的巨大潜力。上学日,非上学日从13.2%降至46.7%。有效去除铵态氮(NH4 + -N)的比率从32.9-54.8%增加到78.2-78.6%。此外,在进水负荷率为5.750 gN d(-1)m(-2)的情况下,去除负荷率可显着提高至4.498 gN d(-1)m(-2)和1.738 gN d(-1)m(-2)。 )和2.211 gN d(-1)m(-2)分别在上学日和非上学日扩大了FWS CW的新兴应用。这意味着人工曝气和流量整流可以提高FWS CW的土地利用效率,并降低污染物去除成本。没有观察到人工曝气对总磷(TP)去除性能的显着影响。从人工曝气和不进行流量精馏的实验结果表明,适当的流量精馏对于使用曝气改善FWS污水的去除性能至关重要。曝气引起的沉积物重悬使BOD和NH4 + -N的去除性能变差,但通过改善吸附和沉淀作用而提高了TP的去除率。 (C)2016 Elsevier Ltd.保留所有权利。

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