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Leachate Treatment from Sarimukti Landfill Using Ozone with Sludge from Water Treatment Plant as a Catalyst

机译:臭氧与水处理厂的污泥作为催化剂处理Sarimukti垃圾填埋场的渗滤液

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Leachate is the liquid waste from anaerobic decomposition in a landfill. The ozonation process can be used for leachate treatment. Sludge from sedimentation in water treatment plant contains 5.96% of Al and 9.35% of Si which can affect of its cation exchange capacity and affects the active site in the catalyst. This study aims to determine the effectivity of sludge in the ozonation process to treat leachate. A 1,5 L semi-batch reactor containing 1 L sample was used in this experiment with the rate of oxygen supply was at 4 L/min taken from ambient air. Two groups of sludge weighing 1.5 grams, 3.0 grams and 4.5 grams were used and activate with physically and chemically activated. The best result was obtained by the physically activated sludge with mass of 4.5 gram O_(3)-L-4,5 AF. The differences of removal efficiency between O_(3)-L-4,5 AF with the control (O_(3)) for turbidity were respectively 13.02% and 7.81%, for EC were 10.57% and 8.29%, for COD were 49.44% and 37.50%, and for residual ozone concentration at the end of contact time were 7.6 mg/L and 9.7 mg/L. It can be concluded that activaed sludge and ozonation can be used as a catalyst in leachate treatment.
机译:渗滤液是垃圾填埋场中厌氧分解产生的液体废物。臭氧化过程可用于渗滤液处理。水处理厂沉淀物中的污泥含有5.96%的Al和9.35%的Si,这可能影响其阳离子交换能力并影响催化剂中的活性位。这项研究旨在确定污泥在臭氧化处理渗滤液过程中的有效性。在该实验中,使用装有1 L样品的1.5 L半间歇式反应器,从环境空气中获取氧气的速率为4 L / min。使用两组重量分别为1.5克,3.0克和4.5克的污泥,并通过物理和化学活化进行活化。通过质量为4.5克O_(3)-L-4,5 AF的物理活化污泥可获得最佳结果。 O_(3)-L-4,5 AF与对照(O_(3))的浊度去除效率差异分别为13.02%和7.81%,EC的去除率为10.57%和8.29%,COD的去除率为49.44%和37.50%,接触时间结束时的残留臭氧浓度分别为7.6 mg / L和9.7 mg / L。可以得出结论,活性污泥和臭氧化可以用作渗滤液处理的催化剂。

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