填埋场浸出模型:水分流动和无机强度

W. A. Straub, D. Lynch
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引用次数: 88

摘要

数学模型应用于位于地下水位以上的卫生填埋场中水分的运动和无机污染。这些模型基于简单的混合反应器概念,以及多孔介质中的非饱和流动和输运。对实验室规模的实验填埋场进行了计算机模拟。模拟结果与观测结果基本一致,表明渗滤液的行为可以用基本的运移过程来解释。研究表明,填埋场的保湿作用和渗透水的稀释作用对理解和预测渗滤液的数量和质量至关重要。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Models of Landfill Leaching: Moisture Flow and Inorganic Strength
Mathematical models are applied to the movement and inorganic contamination of moisture in sanitary landfills situated above the water table. The models are based on simple well-mixed reactor concepts, and on unsaturated flow and transport in porous media. Computer simulations are obtained for laboratory-scale experimental landfills reported by others. General agreement between simulated and observed results indicates that leachate behavior is explainable in terms of fundamental transport processes. The roles of moisture retention in the landfill and dilution by infiltrating water are shown to be of primary importance in understanding and predicting leachate quantity and quality.
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