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A new solution to transient single-well push-pull test with low-permeability non-Darcian leakage effects.
Journal of Contaminant Hydrology ( IF 3.5 ) Pub Date : 2020-07-28 , DOI: 10.1016/j.jconhyd.2020.103689
Qi Zhu 1 , Zhang Wen 1 , Hamza Jakada 2
Affiliation  

An accurate solute transport model is critical to the interpretation of single-well push-pull (SWPP) test. Previous studies of SWPP test generally consider solitary aquifer that is confined by impermeable layers. Also, existing solutions for solute transport in aquifer-aquitard systems only consider the injection phase and over-simplify the flow field by assuming uniformly distributed velocity in the aquitard. In this study, we developed a numerical model with Dirichlet boundary condition for SWPP test affected by leakage described by a low-permeability non-Darcian expression involving a threshold pressure gradient (I0). Our SWPP test model considered transient flow in multi-phases, which include injection, chase, rest and extraction phases. Finite-difference scheme was adopted to solve the models of flow and solute transport. The results indicate that an increasing hydraulic diffusivity leads to a greater peak value of breakthrough curve (BTC) while a medium with larger grain size results in less estimation error when using steady-state flow model to interpret the transient SWPP test. Additionally, A greater I0 makes the solute stored in aquitard more difficult to be extracted out due to dispersion dominance, which results in higher BTC values. For the purpose of application, a lumped dimensionless index called the non-Darcian index (NDI) was proposed to quantify the overestimation degree by neglecting leakage, and the underestimation degree by accounting for Darcian leakage, when interpreting the SWPP test with low-permeability non-Darcian leakage. The long-term slope of breakthrough curve coupled with the NDI can be employed to determine the cases in which the low-permeability non-Darcian leakage should be considered.



中文翻译:

具有低渗透率非达西漏效应的瞬态单井推挽式测试的新解决方案。

准确的溶质传输模型对于解释单井推挽(SWPP)测试至关重要。先前对SWPP测试的研究通常考虑由不可渗透层限制的孤立含水层。同样,在含水层-阿奎塔尔系统中用于溶质运移的现有解决方案仅考虑注入阶段,并通过假设在阿奎塔尔中均匀分布的速度来过分简化流场。在这项研究中,我们开发了一种具有Dirichlet边界条件的数值模型,用于SWPP测试受泄漏影响,该泄漏由低渗透性非Darcian表达式所描述,涉及阈值压力梯度(I 0)。我们的SWPP测试模型考虑了多阶段的瞬态流动,包括注入,追逐,静止和提取阶段。采用有限差分法求解流动和溶质运移的模型。结果表明,当使用稳态流模型解释瞬态SWPP测试时,增大的水力扩散系数会导致更大的突破曲线(BTC)峰值,而具有较大晶粒尺寸的介质会导致较小的估计误差。另外,更大0由于分散度优势,使存储在无水芒草中的溶质更难以提取出来,从而导致更高的BTC值。出于应用的目的,在解释低渗透率非SWPP测试时,提出了一种称为非达西指数(NDI)的集总无量纲指数,以通过忽略泄漏来量化高估程度,并通过考虑Darcian泄漏来量化低估程度。 -达西泄漏。突破曲线的长期斜率与NDI结合可用于确定应考虑低渗透性非达西漏的情况。

更新日期:2020-07-28
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