Abstract

We apply minimum kinetic energy principles from classic mechanics to heterogeneous porous media flow equations to derive and evaluate rotational flow components to determine bounding homogenous representations. Kelvin characterized irrotational motions in terms of energy dissipation and showed that minimum dynamic energy dissipation occurs if the motion is irrotational; i.e., a homogeneous flow system. For porous media flow, reductions in rotational flow represent heterogeneity reductions. At the limit, a homogeneous system, flow is irrotational. Using these principles, we can find a homogenous system that bounds a more complex heterogeneous system. We present mathematics for using the minimum energy principle to describe flow in heterogeneous porous media along with reduced special cases with the necessary bounding and associated scale-up equations. The first, simple derivation involves no boundary differences and gives results based on direct Kelvin-type minimum energy principles. It provides bounding criteria, but yields only a single ultimate scale-up. We present an extended derivation that considers differing boundaries, which may occur between scale-up elements. This approach enables a piecewise less heterogeneous representation to bound the more heterogeneous system. It provides scale-up flexibility for individual model elements with differing sizes, and shapes and supports a more accurate representation of material properties. We include a case study to illustrate bounding with a single direct scale-up. The case study demonstrates rigorous bounding and provides insight on using bounding flow to help understand heterogeneous systems. This work provides a theoretical basis for developing bounding models of flow systems. This provides a means to justify bounding conditions and results.

Highlights

  • A major difficulty in evaluating groundwater contaminant transport problems is our limited capacity to consider the full effects of subsurface material heterogeneity [2,3,4]

  • We present a method for developing bounding conditions for heterogeneous subsurface flow and transport systems using the minimum energy principle of Kelvin from classical in-viscid fluid mechanics [24,25,26,27]

  • We selected the Variable Thickness Transient (VTT) model as it is a relatively simple model that provides a good platform for comparison with our bounding solutions

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Summary

Introduction

A major difficulty in evaluating groundwater contaminant transport problems is our limited capacity to consider the full effects of subsurface material heterogeneity [2,3,4]. The methods needed to completely characterize and model heterogeneous systems are impractical or not available [5,6]. Even as characterization methods gradually become more practical, time and costs for complete characterization of heterogeneous systems can still be prohibitive for most field problems. In environmental contamination problems, selecting a material distribution that provides an appropriate bounding of the problem is useful to decision makers. Such a material distribution must provide an appropriate bounding to the problem, that is it must assure that model results will be estimate higher contamination or earlier contamination arrival than actual estimates of contamination transport (e.g., conservative) while still providing a good estimate of system behavior

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