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Simulation of Collecting Pipe and Its Drainage Rate at A. Landfill, Japan

机译:日本A垃圾填埋场收集管及其排水率的仿真

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Simulation of collecting pipe system at landfill site is the most difficulty for assigning boundary condition in 2D horizontal groundwater flow model. This paper paid attention to examine the validation of the assignment of the collecting pipe boundary by applying the results of 2D vertical model. As such an example, A. Landfill in Japan was selected as the case study. In the landfill site, 2D vertical model of a cross section simulated the rise of groundwater table above the collecting pipe and calculated its drainage rate. 2D horizontal model was coupled with the recharge model to solve the partial differential equation of groundwater flow. 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 waste water. The study demonstrated that the results of 2D vertical model validated and can be applied to 2D horizontal groundwater flow simulation.
机译:垃圾填埋场中收集管系统的仿真是分配2D水平地下水流模型中的边界条件的难度最大。本文通过应用2D垂直模型的结果来审查收集管边界分配的验证。因此,日本的A.垃圾填埋场被选为案例研究。在垃圾填埋场中,横截面的2D垂直模型模拟了收集管上方地下水台的升高,并计算了其排水率。图2D水平模型与充电模型耦合以解决地下水流动的偏微分方程。应用有限差分法和迭代连续放松。整个垃圾填埋场中,渗滤液收集的排水量总结,并与经过处理的废水的平均体积相比。该研究证明,验证的2D垂直模型的结果验证,可以应用于2D水平地下水流模拟。

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