GW-PINN: A deep learning algorithm for solving groundwater flow equations. (July 2022)

• Record Type: Journal Article
• Authors: Zhang, Xiaoping; Zhu, Yan; Wang, Jing; Ju, Lili; Qian, Yingzhi; Ye, Ming; Yang, Jinzhong
• Is Part Of: Advances in water resources. Volume 165(2022)
• Publication Date: 2022-07
• Subjects: Deep learning method -- GW-PINN -- Locally refined sampling strategy -- Hard constraint -- Two-stage training strategy; Hydrology -- Periodicals; Hydrodynamics -- Periodicals; Hydraulic engineering -- Periodicals; 551.48
• DOI: 10.1016/j.advwatres.2022.104243
• Languages: English
• ISSNs: 0309-1708

Abstract

Abstract: Machine learning methods provide new perspective for more convenient and efficient prediction of groundwater flow. In this study, a deep learning method "GW-PINN" without labeled data for solving groundwater flow equations with wells was proposed. GW-PINN takes the physics inform neural network (PINN) as the backbone and uses either the hard or soft constraint in the loss function for training. A locally refined sampling strategy (LRS) is adopted to generate the consistent spatial sampling points for problems with strong hydraulic head change, and then combined with an appropriate temporal sampling scheme to obtain the final spatial-temporal sampling points. A snowball-style two-stage training strategy by dividing the temporal domain into two subdomains is designed to decrease the sampling points. Five cases were designed to test the training performance of GW-PINN under different sampling strategies and two constraints. The predicted results of GW-PINN were compared with MODFLOW and the analytical solution. The results demonstrate that GW-PINN possesses strong ability in capturing the hydraulic head change for both confined and un-confined aquifers. The hard constraint owns more robust learning ability than the soft constraint. The LRS strategy can generate more accurate results with much fewer sampling points than traditional sampling strategies, and the snowball-style two-stage training strategy is significantly efficient for problems with the drastic change of hydraulic head. Furthermore, the application of GW-PINN as a surrogate model for parameterized groundwater flow equations is illustrated. This study provides an option tool for efficient groundwater flow simulation, especially for those with local refinements are needed.