Department of Environmental Engineering, Zhejiang University, Hangzhou 310058, China.
Department of Environmental Engineering, Zhejiang University, Hangzhou 310058, China.
Waste Manag. 2015 Dec;46:380-8. doi: 10.1016/j.wasman.2015.08.006. Epub 2015 Aug 29.
With comparison of a traditional landfill, a joint recirculation of concentrated leachate and leachate to landfills with or without a microaerobic reactor for leachate treatment was investigated in this study. The results showed that the joint recirculation of concentrated leachate and leachate with a microaerobic reactor for leachate treatment could not only utilize the microaerobic reactor to buffer the fluctuation of quality and quantity of leachate during landfill stabilization, but also reduce the inhibitory effect of acidic pH and high concentrations of ammonium in recycled liquid on microorganisms and accelerate the degradation of landfilled waste. After 390 days of operation, the discharge of COD and total nitrogen (TN) from the landfill with leachate pretreatment by a microaerobic reactor was 7.4 and 0.9 g, respectively, which accounted for 0.7% and 2.6% of COD, 1.9% and 7.5% of the TN discharge from the landfills without recirculation and directly recirculated with leachate and concentrated leachate, respectively. The degradation of the organic matter and biodegradable matter (BDM) in the landfill reactors could fit well with the first-order kinetics. The highest degradation of the organic matter and BDM was observed in the joint recirculation system with a microaerobic reactor for leachate treatment with the degradation constant of the first-order kinetics of 0.001 and 0.002.
与传统垃圾填埋场相比,本研究考察了浓缩渗滤液与渗滤液联合循环再用于是否带有微氧反应器的垃圾填埋场的情况。结果表明,浓缩渗滤液与渗滤液联合循环再用于带微氧反应器的渗滤液处理,不仅可以利用微氧反应器缓冲填埋稳定过程中渗滤液质量和数量的波动,还可以降低回流水中酸性 pH 值和高浓度铵对微生物的抑制作用,加速填埋废物的降解。经过 390 天的运行,经微氧反应器预处理后的渗滤液从垃圾填埋场的 COD 和总氮(TN)排放量分别为 7.4 和 0.9 g,分别占无循环和直接循环渗滤液和浓缩渗滤液的垃圾填埋场 COD 排放量的 0.7%和 TN 排放量的 2.6%。填埋场反应器中有机物和可生物降解物质(BDM)的降解可以很好地符合一级动力学。在带有微氧反应器的渗滤液处理联合循环系统中,观察到有机物和 BDM 的最高降解,其一级动力学降解常数分别为 0.001 和 0.002。