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Assignment of groundwater level at the wastewater collecting pipe for a landfill groundwater simulation: utilization of the two-dimensional saturated–unsaturated groundwater numerical model

机译:污水收集管中地下水位的分配,用于垃圾填埋场地下水模拟:利用二维饱和-不饱和地下水数值模型

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摘要

In order to understand the effects of a landfill operation on groundwater flow behavior, a 2D horizontal groundwater simulation model was carried out. The model saved the memory of computer and time consumption, comparing it with the 3D groundwater flow model. However, the greatest difficulty is the assignment of the collecting pipe boundary at the study site. Therefore, a 2D vertical model was applied to calculate the change of the groundwater table above the collecting pipe. This paper focuses on examining the validation of the assignment of the collecting pipe boundary by applying the results of the 2D vertical model. The 2D horizontal model was coupled with the recharge model to solve the partial differential equation of groundwater flow. The finite difference method and iterative successive over relaxation were applied. The drainage volume of leachate collection was summed up in the whole landfill site and compared with the average volume of treated wastewater. The study demonstrated that the results of the 2D vertical model validated and can be applied to the 2D horizontal groundwater flow simulation.
机译:为了了解垃圾填埋场操作对地下水流动行为的影响,进行了二维水平地下水模拟模型。该模型与3D地下水流模型进行了比较,节省了计算机内存和时间消耗。但是,最大的困难是在研究地点分配集水管边界。因此,使用二维垂直模型来计算集水管上方的地下水位变化。本文重点研究通过应用二维垂直模型的结果验证集管边界分配的有效性。将二维水平模型与补给模型耦合,以解决地下水流的偏微分方程。应用了有限差分法和迭代连续松弛法。汇总了整个垃圾填埋场的沥滤液收集量,并将其与处理后废水的平均量进行比较。研究表明,二维垂直模型的结果得到了验证,可以应用于二维水平地下水流模拟。

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