摘要
对垃圾填埋场的覆盖土层及其填埋层的微生物对渗滤水的回灌处理的影响进行探索.研究结果表明,为改善覆盖土层的透水性和透气性,在试验所用的亚粘土中必须加入一定比例的细砂,土砂比以7:1为佳.土砂比为7:1的土柱对进水COD负荷为6.6~115g·m-2·d-1的渗滤水.在运行两个月的时间内,COD去除率可达98%左右.对渗滤水回灌填埋场前后的填埋堆层的微生物镜检结果表明,经回灌处理后的填埋场相当于一个生物滤池.
In this paper, the influence of microbes in the cover soil and garbage landfill bed on the disposal of leachate back irrigation was studied. The result demonstyated that the subclay used in the test should mix some sand to disprove the permeability for gas and perviousness of the cover soil bed, and the best mixing ratio of soil and sand was 7: 1. In the testing duration of two months, the COD removal efficiency of the leachate was about 98% when the ratio of soil and sand was 7: 1 and the COD inflow load was 6.6~115g·m-2·d-1. Through the microscope inspection of microbes in the landfill bed before and after leachate back irrigation, it could be found that the landfill bed irrigated by leach liquor was the same as a biological filter.
出处
《同济大学学报(自然科学版)》
CSCD
1995年第4期371-375,共5页
Journal of Tongji University:Natural Science
基金
国家自然科学基金