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首页> 外文期刊>Environmental geology and water sciences >Using global node-based velocity in random walk particle tracking in variably saturated porous media: application to contaminant leaching from road constructions
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Using global node-based velocity in random walk particle tracking in variably saturated porous media: application to contaminant leaching from road constructions

机译:在可变饱和多孔介质中的随机游动粒子跟踪中使用基于全局节点的速度:应用于道路施工中的污染物淋洗

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摘要

Precise and efficient numerical simulation of transport processes in subsurface systems is a prerequisite for many site investigation or remediation studies. Random walk particle tracking (RWPT) methods have been introduced in the past to overcome numerical difficulties when simulating propagation processes in porous media such as advection-dominated mass transport. Crucial for the precision of RWPT methods is the accuracy of the numerically calculated ground water velocity field. In this paper, a global node-based method for velocity calculation is used, which was originally proposed by Yeh (Water Resour Res 7:1216-1225, 1981). This method is improved in three ways: (1) extension to unstructured grids, (2) significant enhancement of computational efficiency, and (3) extension to saturated (groundwater) as well as unsaturated systems (soil water). The novel RWPT method is tested with numerical benchmark examples from the literature and used in two field scale applications of contaminant transport in saturated and unsaturated ground water. To evaluate advective transport of the model, the accuracy of the velocity field is demonstrated by comparing several published results of particle pathlines or streamlines. Given the chosen test problem, the global node-based velocityrnestimation is found to be as accurate as the CK method (Cordes and Kinzelbach in Water Resour Res 28(11):2903-2911, 1992) but less accurate than the mixed or mixed-hybrid finite element methods for flow in highly heterogeneous media. To evaluate advective-diffusive transport, a transport problem studied by Hassan and Mohamed (J Hydrol 275(3-4):242-260, 2003) is investigated here and evaluated using different numbers of particles. The results indicate that the number of particles required for the given problem is decreased using the proposed method by about two orders of magnitude without losing accuracy of the concentration contours as compared to the published numbers.
机译:地下系统中运输过程的精确而高效的数值模拟是许多现场调查或补救研究的前提。过去已经引入了随机游动粒子跟踪(RWPT)方法,以克服模拟多孔介质在对流占主导的传质过程中传播过程时遇到的数值困难。对于RWPT方法的精度至关重要的是数值计算的地下水速度场的精度。在本文中,使用了一种基于全局节点的速度计算方法,该方法最初由Yeh提出(Water Resour Res 7:1216-1225,1981)。对该方法进行了三种改进:(1)扩展到非结构化网格;(2)显着提高计算效率;(3)扩展到饱和(地下水)以及非饱和系统(土壤水)。新颖的RWPT方法通过文献中的数字基准示例进行了测试,并用于污染物在饱和和不饱和地下水中的两种现场应用。为了评估模型的对流输运,通过比较粒子路径线或流线的几种公开结果来证明速度场的准确性。给定选择的测试问题,发现基于全局节点的速度估计与CK方法一样准确(Cordes和Kinzelbach在Water Resour Res 28(11):2903-2911,1992)中,但不如混合或混合-高度异质介质中流动的混合有限元方法。为了评估对流扩散运输,这里研究了由Hassan和Mohamed(J Hydrol 275(3-4):242-260,2003)研究的运输问题,并使用了不同数量的颗粒进行了评估。结果表明,与所公开的数量相比,使用所提出的方法,给定问题所需的粒子数量减少了大约两个数量级,而不会损失浓度轮廓的准确性。

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