Computationally efficient and error aware surrogate construction for numerical solutions of subsurface flow through porous media

IF 4 2区 环境科学与生态学 Q1 WATER RESOURCES
Aleksei G. Sorokin , Aleksandra Pachalieva , Daniel O’Malley , James M. Hyman , Fred J. Hickernell , Nicolas W. Hengartner
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Abstract

Limiting the injection rate to restrict the pressure below a threshold at a critical location can be an important goal of simulations that model the subsurface pressure between injection and extraction wells. The pressure is approximated by the solution of Darcy’s partial differential equation for a given permeability field. The subsurface permeability is modeled as a random field since it is known only up to statistical properties. This induces uncertainty in the computed pressure. Solving the partial differential equation for an ensemble of random permeability simulations enables estimating a probability distribution for the pressure at the critical location. These simulations are computationally expensive, and practitioners often need rapid online guidance for real-time pressure management. An ensemble of numerical partial differential equation solutions is used to construct a Gaussian process regression model that can quickly predict the pressure at the critical location as a function of the extraction rate and permeability realization. The Gaussian process surrogate analyzes the ensemble of numerical pressure solutions at the critical location as noisy observations of the true pressure solution, enabling robust inference using the conditional Gaussian process distribution.
Our first novel contribution is to identify a sampling methodology for the random environment and matching kernel technology for which fitting the Gaussian process regression model scales as O(nlogn) instead of the typical O(n3) rate in the number of samples n used to fit the surrogate. The surrogate model allows almost instantaneous predictions for the pressure at the critical location as a function of the extraction rate and permeability realization. Our second contribution is a novel algorithm to calibrate the uncertainty in the surrogate model to the discrepancy between the true pressure solution of Darcy’s equation and the numerical solution. Although our method is derived for building a surrogate for the solution of Darcy’s equation with a random permeability field, the framework broadly applies to solutions of other partial differential equations with random coefficients.
多孔介质地下流动数值求解的高效计算和误差感知代型构建
限制注水量以将临界点的压力限制在临界值以下,是模拟注水井和抽水井之间地下压力的一个重要目标。对于给定的渗透率场,压力近似于达西偏微分方程的解。地下渗透率被模拟为随机场,因为它只有统计特性。这就导致了计算压力的不确定性。通过求解随机渗透模拟集合的偏微分方程,可以估算出临界位置压力的概率分布。这些模拟的计算成本很高,从业人员往往需要快速的在线指导来进行实时压力管理。利用数值偏微分方程解的集合来构建一个高斯过程回归模型,该模型可以快速预测临界位置的压力,并将其作为萃取率和渗透率实现的函数。我们的第一个新贡献是为随机环境和匹配核技术确定了一种采样方法,在这种方法中,拟合高斯过程回归模型的速度为 O(nlogn),而不是用于拟合代用模型的样本数 n 的典型 O(n3)。代用模型几乎可以瞬时预测临界位置的压力,作为抽取率和渗透率实现的函数。我们的第二个贡献是采用了一种新颖的算法,根据达西方程的真实压力解与数值解之间的差异来校准代用模型的不确定性。虽然我们的方法是为具有随机渗透场的达西方程的解建立代用模型,但该框架广泛适用于具有随机系数的其他偏微分方程的解。
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来源期刊
Advances in Water Resources
Advances in Water Resources 环境科学-水资源
CiteScore
9.40
自引率
6.40%
发文量
171
审稿时长
36 days
期刊介绍: Advances in Water Resources provides a forum for the presentation of fundamental scientific advances in the understanding of water resources systems. The scope of Advances in Water Resources includes any combination of theoretical, computational, and experimental approaches used to advance fundamental understanding of surface or subsurface water resources systems or the interaction of these systems with the atmosphere, geosphere, biosphere, and human societies. Manuscripts involving case studies that do not attempt to reach broader conclusions, research on engineering design, applied hydraulics, or water quality and treatment, as well as applications of existing knowledge that do not advance fundamental understanding of hydrological processes, are not appropriate for Advances in Water Resources. Examples of appropriate topical areas that will be considered include the following: • Surface and subsurface hydrology • Hydrometeorology • Environmental fluid dynamics • Ecohydrology and ecohydrodynamics • Multiphase transport phenomena in porous media • Fluid flow and species transport and reaction processes
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