White Jim, Zardava Kiriaki, Nayagum Dharumarajen, Powrie William
Faculty of Engineering and the Environment, University of Southampton, Highfield, Southampton SO17 1BJ, UK.
NTL Chemical Consulting, Thessaloniki Technology Park, 57001, Greece.
Waste Manag. 2015 Apr;38:222-31. doi: 10.1016/j.wasman.2014.12.014. Epub 2015 Jan 5.
Numerical models of landfill processes need to be able to estimate the capillary pressure and relative permeability of waste as a function of moisture content using analytical equations such as the van Genuchten equations. The paper identifies the range of van Genuchten parameter values for use in models and proposes a formulaic relationship between these parameter values and saturated moisture content. The concept of porous material, its behaviour under unsaturated conditions and Mualem's integral transform equation that estimates relative permeability from capillary pressure are reviewed. The application of the algebraic form of the capillary pressure function proposed by van Genuchten and its application using Mualem's transform to obtain the van Genuchten algebraic functions for relative permeability are discussed. Functional relationships are identified between saturated moisture content and the van Genuchten parameters using a database of results from other sources. These relationships may be used in numerical modelling of unsaturated flow in landfilled waste where the saturated moisture content varies significantly as the result of compression, settlement and degradation. A 2D numerical model simulation of leachate recirculation is used to investigate the sensitivity of the simulation to the introduction of these functional relationships. It is found that the transient liquid and gas flows across the model boundaries appear to be insensitive to whether or not the functions are incorporated into the model algorithm. However it is observed that using the relationships does have some impact on the distribution of the degree of saturation throughout the model and on the transient behaviour of the way in which the recirculation recharges the waste. However it is not thought that this impact would be sufficient to influence the design of a leachate recirculation system.
填埋过程的数值模型需要能够使用诸如范 Genuchten 方程等解析方程,将废物的毛细压力和相对渗透率估算为含水量的函数。本文确定了模型中使用的范 Genuchten 参数值范围,并提出了这些参数值与饱和含水量之间的公式关系。回顾了多孔材料的概念、其在非饱和条件下的行为以及从毛细压力估算相对渗透率的 Mualem 积分变换方程。讨论了范 Genuchten 提出的毛细压力函数的代数形式的应用,以及使用 Mualem 变换来获得相对渗透率的范 Genuchten 代数函数。利用其他来源的结果数据库,确定了饱和含水量与范 Genuchten 参数之间的函数关系。这些关系可用于填埋废物中不饱和流的数值模拟,其中饱和含水量会因压缩、沉降和降解而显著变化。利用渗滤液再循环的二维数值模型模拟来研究引入这些函数关系对模拟的敏感性。结果发现,模型边界处的瞬态液体和气体流动似乎对这些函数是否纳入模型算法不敏感。然而,可以观察到,使用这些关系确实对整个模型中的饱和度分布以及再循环补给废物的方式的瞬态行为有一些影响。然而,人们认为这种影响不足以影响渗滤液再循环系统的设计。