土壤中水和溶质运移的数学模型

A. Agah, P. Meire, E. Deckere
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引用次数: 1

摘要

提高对非饱和带水流和溶质运移的认识对土壤的可持续管理具有重要意义。由于土壤是一个复杂的非均质系统,对其输运过程进行量化是困难的。这里需要更多地了解溶质运移过程、土壤结构、水文初始和边界条件以及观测尺度之间的关系。用数学或数值方法模拟非饱和流动和输运是预测土壤水分入渗和再分配以及非饱和带溶质输运的重要工具。流动和运输模型通常用于支持农业管理,环境影响评估,有毒废物控制,修复设计和地下清理监测的决策过程。污染物在多孔介质中的运动描述为平流、扩散-分散和化学阻滞的结合。描述溶质通过对流和色散输运的最常用模型是对流色散方程(CDE)。这个方程描述了沿流动路径任意点的浓度变化作为时间的函数。本文主要讨论了饱和和非饱和土壤中水流和污染物运移模拟的基本过程。在简要介绍了模拟多孔介质中水流和溶质运移的经典方法之后,讨论了土壤中水和溶质运移方程的相关问题。
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Mathematical Models of Water and Solute Transport in Soil
Improved understanding of water flow and solute transport through the unsaturated zone is important for the sustainable management of soils. As soils are complex and heterogeneous systems, quantification of the transport processes is difficult. More knowledge on the relationship between solute transport process, soil structure, hydrologic initial and boundary conditions, and observation scale is needed here.Modeling unsaturated flow and transport with mathematical or numerical methods is an important tool for predicting the infiltration and redistribution of soil water and the transport of solutes in the unsaturated zone. Flow and transport models are commonly used to support the decision making process in agricultural management, environmental impact assessment, toxic waste control, remediation design, and subsurface cleanup monitoring. The movement of contaminants through porou media describs by the combination of advection, diffusion-dispersion and chemical retardation. The most common model that describes solute transport by convection and dispersion is the convection-dispersion equation (CDE). This equation describes the change in concentration at any point along the flow path as a function of time. This paper is mainly dedicated to a discussion of basic processes for modelling of water flow and contaminant transport in saturated and unsaturated soils. After a brief description of the classical approach for simulating water flow and solute transport in porous media, issues related to water and solute trasport equation in soil.
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