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Evaluating MT3DMS for Heat Transport Simulation of Closed Geothermal Systems
Authors:Jozsef Hecht-Méndez  Nelson Molina-Giraldo  Philipp Blum  Peter Bayer
Affiliation:1. Center for Applied Geoscience (ZAG), University of Tübingen, Sigwartstrasse 10, 72076 Tübingen, Germany.;2. ETH Zürich, Ecological System Design, Institute for Environmental Engineering, Schafmattstrasse 6, 8093 Zurich, Switzerland, now at Geological Institute, ETH Zurich, Sonneggstrasse 5, CH-8092 Zurich, Switzerland.
Abstract:Owing to the mathematical similarities between heat and mass transport, the multi-species transport model MT3DMS should be able to simulate heat transport if the effects of buoyancy and changes in viscosity are small. Although in several studies solute models have been successfully applied to simulate heat transport, these studies failed to provide any rigorous test of this approach. In the current study, we carefully evaluate simulations of a single borehole ground source heat pump (GSHP) system in three scenarios: a pure conduction situation, an intermediate case, and a convection-dominated case. Two evaluation approaches are employed: first, MT3DMS heat transport results are compared with analytical solutions. Second, simulations by MT3DMS, which is finite difference, are compared with those by the finite element code FEFLOW and the finite difference code SEAWAT. Both FEFLOW and SEAWAT are designed to simulate heat flow. For each comparison, the computed results are examined based on residual errors. MT3DMS and the analytical solutions compare satisfactorily. MT3DMS and SEAWAT results show very good agreement for all cases. MT3DMS and FEFLOW two-dimensional (2D) and three-dimensional (3D) results show good to very good agreement, except that in 3D there is somewhat deteriorated agreement close to the heat source where the difference in numerical methods is thought to influence the solution. The results suggest that MT3DMS can be successfully applied to simulate GSHP systems, and likely other systems with similar temperature ranges and gradients in saturated porous media.
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