Inverse modeling of groundwater flow using model reduction

Inverse modeling of groundwater flow using model reduction

Vermeulen, P.T.M.
Heemink, A.W.
Valstar, J.R.

2005

Numerical groundwater flow models often have a very high number of model cells (greater than a million). Such models are computationally very demanding, which is disadvantageous for inverse modeling. This paper describes a low-dimensional formulation for groundwater flow that reduces the computational burden necessary for inverse modeling. The formulation is a projection of the original groundwater flow equation on a set of orthogonal patterns (i.e., a Galerkin projection). The patterns (empirical orthogonal functions) are computed by a decomposition of the covariance matrix over an ensemble of model solutions. Those solutions represent the behavior of the model as a result of model impulses and the influence of a chosen set of parameter values. For an interchangeable set of parameter values the patterns yield a low-dimensional model, as the number of patterns is often small. An advantage of this model is that the adjoint is easily available and most accurate for inverse modeling. For several synthetical cases the low-dimensional model was able to find the global minimum efficiently, and the result was comparable to that of the original model. For several cases our model even converged where the original model failed. Our results demonstrate that the proposed procedure results in a 60% time reduction to solve the groundwater flow inverse problem. Greater efficiencies can be expected in practice for large-scale models with a large number of grid cells that are used to compute transient simulations. Copyright 2005 by the American Geophysical Union.

Cells
Computational methods
Computer simulation
Functions
Galerkin methods
Groundwater flow
Inverse problems
Mathematical models
Inverse modeling
Large-scale models
Low-dimensional formulation
Parameter values
Groundwater resources
flow modeling
groundwater flow

http://resolver.tudelft.nl/uuid:ba159cf5-7e65-4cd0-8437-8b3776ade91b

https://doi.org/10.1029/2004wr003698

238525

0043-1397

Water Resources Research, 41 (6), 1-13

article