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未知边界条件下非均质含水层的张量水力传导率估计

Tensor hydraulic conductivity estimation for heterogeneous aquifers under unknown boundary conditions.

作者信息

Jiao Jianying, Zhang Ye

机构信息

Department of Geology and Geophysics, University of Wyoming, Laramie, WY 82071.

出版信息

Ground Water. 2015 Mar-Apr;53(2):293-304. doi: 10.1111/gwat.12202. Epub 2014 Jun 4.

DOI:10.1111/gwat.12202
PMID:24898280
Abstract

A physically based inverse method is developed using hybrid formulation and coordinate transform to simultaneously estimate hydraulic conductivity tensors, steady-state flow field, and boundary conditions for a confined aquifer under ambient flow or pumping condition. Unlike existing indirect inversion techniques, the physically based method does not require forward simulations to assess model-data misfits. It imposes continuity of hydraulic head and Darcy fluxes in the model domain while incorporating observations (hydraulic heads, Darcy fluxes, or well rates) at measurement locations. Given sufficient measurements, it yields a well-posed inverse system of equations that can be solved efficiently with coarse grids and nonlinear optimization. When pumping and injection are active, well rates are used as measurements and flux sampling is not needed. The method is successfully tested on synthetic aquifer problems with regular and irregular geometries, different hydrofacies and flow patterns, and increasing conductivity anisotropy ratios. All problems yield stable inverse solutions under increasing head measurement errors. For a given set of observations, inversion accuracy is strongly affected by the conductivity anisotropy ratio. Conductivity estimation is also affected by flow pattern: within a hydrofacies, when Darcy flux component is very small, the corresponding directional conductivity perpendicular to streamlines becomes less identifiable. Finally, inversion is successful even if the location of aquifer boundaries is unknown. In this case, the inversion domain is defined by the location of the measurements.

摘要

利用混合公式和坐标变换开发了一种基于物理的反演方法,用于同时估计承压含水层在自然水流或抽水条件下的水力传导率张量、稳态流场和边界条件。与现有的间接反演技术不同,基于物理的方法不需要进行正向模拟来评估模型与数据的不匹配度。它在模型域中施加水头和达西通量的连续性,同时纳入测量位置处的观测值(水头、达西通量或井流量)。在有足够测量数据的情况下,它会产生一个适定的反演方程组,该方程组可以使用粗网格和非线性优化有效地求解。当抽水和注水活动时,将井流量用作测量值,不需要通量采样。该方法已成功应用于具有规则和不规则几何形状、不同水文相和流型以及不断增加的电导率各向异性比的合成含水层问题。在水头测量误差不断增加的情况下,所有问题都能得到稳定的反演解。对于给定的一组观测值,反演精度受电导率各向异性比的强烈影响。电导率估计也受流型影响:在一个水文相内,当达西通量分量非常小时,垂直于流线的相应方向电导率变得难以识别。最后,即使含水层边界位置未知,反演也能成功。在这种情况下,反演域由测量位置定义。

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