Experimental comparison of foam flow and gas flow in municipal solid waste

IF 3 3区 工程技术 Q2 ENGINEERING, GEOLOGICAL Canadian Geotechnical Journal Pub Date : 2024-05-14 DOI:10.1139/cgj-2023-0620
Jie Hu, Xiaobing Xu, Meng Meng, Wenjie Xu
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Abstract

Foam is found to be a special fluid (i.e., gas divided by liquid film) that exists in municipal solid waste (MSW) landfills. As a disconnected phase, the unsaturated flow behavior of foam is significantly different from that of gas in connected phase. In this study, the difference between foam flow and gas flow was characterized through displacement tests in the MSW columns. Resistance factor, which is defined as the ratio of steady pressure drop between foam displacement and gas displacement, is employed to characterize this difference. The effects of foam quality, void ratio, and particle size on resistance factor were studied. The unsaturated permeability curves of foams generated by leachate samples at different depths were measured. The leachate at the middle layer has low surface tension to produce strong foam, while the leachate at the top and bottom layers has high surface tension to produce weak foam. The unsaturated permeabilities of weak foam and strong foam were about 1 and 2 orders of magnitude smaller than that of gas, respectively. The reduction in waste void ratio decreased the resistance factor as the excessive shearing effect in small pores would cause the foam to collapse.
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城市固体废物中泡沫流动和气体流动的实验比较
泡沫是存在于城市固体废物(MSW)垃圾填埋场中的一种特殊流体(即被液膜分割的气体)。作为一种断开相,泡沫的非饱和流动行为与连通相中的气体有很大不同。本研究通过在城市固体废弃物填埋柱中进行位移试验,确定了泡沫流动与气体流动之间的差异。阻力系数被定义为泡沫位移与气体位移之间的稳定压降之比,用于表征这种差异。研究了泡沫质量、空隙率和颗粒大小对阻力系数的影响。测量了不同深度渗滤液样本产生的泡沫的非饱和渗透率曲线。中层的渗滤液表面张力低,产生强泡沫,而顶层和底层的渗滤液表面张力高,产生弱泡沫。弱泡沫和强泡沫的非饱和渗透率分别比气体小约 1 个和 2 个数量级。废物空隙率的降低降低了阻力系数,因为小孔隙中过度的剪切效应会导致泡沫坍塌。
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来源期刊
Canadian Geotechnical Journal
Canadian Geotechnical Journal 地学-地球科学综合
CiteScore
7.20
自引率
5.60%
发文量
163
审稿时长
7.5 months
期刊介绍: The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.
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