Lakshmikanthan P, Sivakumar Babu G L
1 Centre for Sustainable Technologies, Indian Institute of Science, Bangalore, India.
2 Department of Civil Engineering, Indian Institute of Science, Bangalore, India.
Waste Manag Res. 2017 Mar;35(3):285-293. doi: 10.1177/0734242X16681461. Epub 2016 Dec 15.
The potential of bioreactor landfills to treat mechanically biologically treated municipal solid waste is analysed in this study. Developing countries like India and China have begun to investigate bioreactor landfills for municipal solid waste management. This article describes the impacts of leachate recirculation on waste stabilisation, landfill gas generation, leachate characteristics and long-term waste settlement. A small-scale and large-scale anaerobic cell were filled with mechanically biologically treated municipal solid waste collected from a landfill site at the outskirts of Bangalore, India. Leachate collected from the same landfill site was recirculated at the rate of 2-5 times a month on a regular basis for 370 days. The total quantity of gas generated was around 416 L in the large-scale reactor and 21 L in the small-scale reactor, respectively. Differential settlements ranging from 20%-26% were observed at two different locations in the large reactor, whereas 30% of settlement was observed in the small reactor. The biological oxygen demand/chemical oxygen demand (COD) ratio indicated that the waste in the large reactor was stabilised at the end of 1 year. The performance of the bioreactor with respect to the reactor size, temperature, landfill gas and leachate quality was analysed and it was found that the bioreactor landfill is efficient in the treatment and stabilising of mechanically biologically treated municipal solid waste.
本研究分析了生物反应器填埋场处理机械生物处理后的城市固体废物的潜力。印度和中国等发展中国家已开始研究用于城市固体废物管理的生物反应器填埋场。本文描述了渗滤液再循环对废物稳定化、填埋气产生、渗滤液特性和长期废物沉降的影响。一个小规模和一个大规模厌氧池填充了从印度班加罗尔郊区一个垃圾填埋场收集的机械生物处理后的城市固体废物。从同一垃圾填埋场收集的渗滤液每月以2至5倍的速率定期再循环370天。大规模反应器产生的气体总量约为416升,小规模反应器产生的气体总量约为21升。在大型反应器的两个不同位置观察到20%-26%的差异沉降,而在小型反应器中观察到30%的沉降。生物需氧量/化学需氧量(COD)比值表明,大型反应器中的废物在1年末达到稳定状态。分析了生物反应器在反应器尺寸、温度、填埋气和渗滤液质量方面的性能,发现生物反应器填埋场在处理和稳定机械生物处理后的城市固体废物方面效率很高。