4.7 Article

Physics-Informed Machine Learning Method for Large-Scale Data Assimilation Problems

Journal

WATER RESOURCES RESEARCH
Volume 58, Issue 5, Pages -

Publisher

AMER GEOPHYSICAL UNION
DOI: 10.1029/2021WR031023

Keywords

parameter estimation; groundwater; machine learning

Funding

  1. U.S. Department of Energy (DOE) Advanced Scientific Computing (ASCR) program
  2. DOE [DE-AC05-76RL01830]

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We developed a physics-informed machine learning approach for estimating transmissivity and hydraulic head in a subsurface flow model. The method, called PICKLE, demonstrated comparable accuracy to the standard MAP method but was significantly faster for large-scale problems. The approach used conditional Karhunen-Loeve expansions and mesh discretization to control the number of parameters without being limited by the mesh size.
We develop a physics-informed machine learning approach for large-scale data assimilation and parameter estimation and apply it for estimating transmissivity and hydraulic head in the two-dimensional steady-state subsurface flow model of the Hanford Site given synthetic measurements of said variables. In our approach, we extend the physics-informed conditional Karhunen-Loeve expansion (PICKLE) method to modeling subsurface flow with unknown flux (Neumann) and varying head (time-dependent Dirichlet) boundary conditions. We demonstrate that the PICKLE method is comparable in accuracy with the standard maximum a posteriori (MAP) method, but is significantly faster than MAP for large-scale problems. Both methods use a mesh to discretize the computational domain. In MAP, the parameters and states are discretized on the mesh; therefore, the size of the MAP parameter estimation problem directly depends on the mesh size. In PICKLE, the mesh is used to evaluate the residuals of the governing equation, while the parameters and states are approximated by the truncated conditional Karhunen-Loeve expansions with the number of parameters controlled by the smoothness of the parameter and state fields, and not by the mesh size. For a considered example, we demonstrate that the computational cost of PICKLE increases near linearly (as N-1.15) with the number of grid nodes N, while that of MAP increases much faster (as N-3.28). We also show that once trained for one set of Dirichlet boundary conditions (i.e., one river stage), the PICKLE method provides accurate estimates of the hydraulic head for any value of the Dirichlet boundary conditions (i.e., for any river stage).

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