Department of Geology & Geophysics, University of Wyoming, Laramie, WY 82071; 307-766-2981; fax: 307-766-6679;
Ground Water. 2014 May-Jun;52(3):343-51. doi: 10.1111/gwat.12111. Epub 2013 Sep 20.
Modeling and calibration of natural aquifers with multiple scales of heterogeneity is a challenging task due to limited subsurface access. While computer modeling plays an essential role in aquifer studies, large uncertainty exists in developing a conceptual model of an aquifer and in calibrating the model for decision making. Due to uncertainties such as a lack of understanding of subsurface processes and a lack of techniques to parameterize the subsurface environment (including hydraulic conductivity, source/sink rate, and aquifer boundary conditions), existing aquifer models often suffer nonuniqueness in calibration, leading to poor predictive capability. A robust calibration methodology is needed that can address the simultaneous estimations of aquifer parameters, source/sink, and boundary conditions. In this paper, we propose a multistage and multiscale approach that addresses subsurface heterogeneity at multiple scales, while reducing uncertainty in estimating the model parameters and model boundary conditions. The key to this approach lies in the appropriate development, verification, and synthesis of existing and new techniques of static and dynamic data integration. In particular, based on a given set of observation data, new inversion techniques can be first used to estimate aquifer large-scale effective parameters and smoothed boundary conditions, based on which parameter and boundary condition estimation can be refined at increasing detail using standard or highly parameterized estimation techniques.
对具有多种非均质性尺度的天然含水层进行建模和校准是一项具有挑战性的任务,因为对地下的了解有限。虽然计算机建模在含水层研究中起着至关重要的作用,但在开发含水层概念模型和为决策进行模型校准方面仍然存在很大的不确定性。由于对地下过程缺乏了解以及缺乏对地下环境进行参数化的技术(包括水力传导率、源/汇速率和含水层边界条件)等不确定性,现有的含水层模型在校准中经常存在非唯一性,导致预测能力较差。需要一种稳健的校准方法,能够同时估计含水层参数、源/汇和边界条件。在本文中,我们提出了一种多阶段和多尺度的方法,可解决多个尺度的地下非均质性问题,同时减少模型参数和模型边界条件估计的不确定性。该方法的关键在于适当开发、验证和综合利用静态和动态数据集成的现有和新技术。特别是,基于给定的一组观测数据,首先可以使用新的反演技术来估计含水层的大尺度有效参数和平滑边界条件,在此基础上,可以使用标准或高度参数化的估计技术在不断增加的细节上细化参数和边界条件的估计。