Abstract
Understanding the changes in fluid flux and hydraulic head in a confined aquifer where heat flow from below exists is important in the development of a geothermal field of basin-type. A 3D mathematical model describing thermal groundwater flow and heat transport is established. The partial differential governing equations are solved with the standard Galerkin finite element method and the streamline upwind Petrov–Galerkin method. Two cases of temperature differences between the bottom and upper boundaries are considered and one case of hydraulic gradient difference between the left and right boundaries are also examined. The numerical results show that when the temperature of the aquifer is under normal temperature and the temperatures of the top boundary are 45, 50 and 55 °C with the temperature of the bottom boundary of 60 °C, the values of fluid flux through the vertical flow section are 1000, 2134, 2214 and 2295 m3/d in Case 2, which are mainly affected by the dynamic viscosity \(u\). When the temperature difference between the top and bottom boundaries increases, the hydraulic gradient in x direction slightly increases with the increasing temperature difference. When the temperature differences are 15, 10, 5 and 0 °C, respectively, the hydraulic gradients are 0.01005, 0.01003, 0.01002 and 0.01 in Cases 1 and 2, and almost keep the same value of 0.01 under normal temperature. The hydraulic head in z direction obeys a nonlinear change and can be described with a 2nd order polynomial function.
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References
Ataie-Ashtiani B, Simmons CT, Werner AD (2014) Influence of boundary condition types on unstable density-dependent flow. Groundwater 52:378–387
Bear J (1972) Dynamics of fluids in porous media. American Elsevier, NewYork
Bear J (1979) Hydraulics of groundwater. McGraw-Hill, London
Brebbia CA, Zamani NG (1987) Boundary element techniques: applications in fluid flow and computational aspects. Computational Mechanics Publications, Southampton
Brooks AN, Hughes TJ (1982) Streamline upwind/Petrov-Galerkin formulations for convection dominated flows with particular emphasis on the incompressible Navier-Stokes equations. Comput Methods Appl Mech Eng 32:199–259
Chen M, Wang J, Deng X (1994) Geothermal resources in China. Science Press, Beijing (In Chinese)
COMSOL (2013) COMSOL multiphysics modeling guide (version 4.4). COMSOL AB, Stockholm
Diersch H-JG (2002) About the difference between the convective form and divergence form of transport equation. FEFLOW-White papers, vol I, WASY Ltd, Berlin
Diersch H-JG (2005b) FEFLOW Reference Manual WASY GmbH Institute for Water Resources Planning and Systems Research Ltd, Berlin
Diersch H-JG (2005a) FEFLOW-White papers, vol I. WASY GmbH Institute for Water Resources Planning and Systems Research Ltd, Berlin
Diersch H-JG, Kolditz O (2002) Variable-density flow and transport in porous media: approaches and challenges. Adv Water Resour 25:899–944
Elder J (1967) Transient convection in a porous medium. J Fluid Mech 27:609–623
Harbaugh AW (2005) MODFLOW-2005, the US Geological Survey modular ground-water model: The ground-water flow process US Department of the Interior, US Geological Survey
Heggen RJ (1983) Thermal dependent physical properties of water. J Hydraul Eng 109:298–302
Huang K, Mohanty B, Van Genuchten MT (1996) A new convergence criterion for the modified Picard iteration method to solve the variably saturated flow equation. J Hydrol 178:69–91
Huyakorn PS, Andersen PF, Mercer JW, White HO (1987) Saltwater intrusion in aquifers: development and testing of a three-dimensional finite element model. Water Resour Res 23:293–312
Kipp KL (1987) HST3D: a computer code for simulation of heat and solute transport in three-dimensional ground-water flow systems U.S. Geological Survey, Water-Resources Investigations Report, 86-4095
Li Q, Wang N, Yi D (2005) Numerical analysis. Tsinghua University Press, Beijing (In Chinese)
Lin W, Liu Z, Wang W, Wang G (2013) The assessment of geothermal resources potential of China. Geol China 40:312–321
Lusczynski NJ (1961) Head and flow of ground water of variable density. J Geophys Res 66:4247–4256
Nadukandi P, Oñate E, Garcia J (2010) A high-resolution Petrov-Galerkin method for the 1D convection-diffusion-reaction problem. Comput Methods Appl Mech Eng 199:525–546
Ophori DU (1998) The significance of viscosity in density-dependent flow of groundwater. J Hydrol 204:261–270
Post V, Kooi H, Simmons C (2007) Using hydraulic head measurements in variable-density ground water flow analyses. Ground Water 45:664–671
Pruess K, Oldenburg C, Moridis G (1999) TOUGH2 user’s guide version 2 earth sciences division. Lawrence Berkeley National Laboratory University of California, Berkeley, California
Putti M, Paniconi C (1995) Picard and Newton linearization for the coupled model for saltwater intrusion in aquifers. Adv Water Resour 18:159–170
Simmons CT, Fenstemaker TR, Sharp JM Jr (2001) Variable-density groundwater flow and solute transport in heterogeneous porous media: approaches, resolutions and future challenges. J Contam Hydrol 52:245–275
Simmons C, Bauer-Gottwein P, Graf T, Kinzelbach W, Kooi H, Li L, Post V, Prommer H, Therrien R, Voss C (2010) Variable density groundwater flow: from modelling to applications. Cambridge University Press, Cambridge
Simpson M, Clement T (2003) Theoretical analysis of the worthiness of Henry and Elder problems as benchmarks of density-dependent groundwater flow models. Adv Water Resour 26:17–31
Smith L, Chapman DS (1983) On the thermal effects of groundwater flow: 1. Regional scale systems. J Geophys Res Solid Earth (1978–2012) 88:593–608
Voss CI (1984) A finite-element simulation model for saturated-unsaturated, fluid-density-dependent ground-water flow with energy transport or chemically-reactive single-species solute transport. US Geological Survey
Voss CI, Souza WR (1987) Variable density flow and solute transport simulation of regional aquifers containing a narrow freshwater-saltwater transition zone. Water Resour Res 23:1851–1866
Wang H (2008) Dynamics of fluid flow and contaminant transport in porous media. Higher Education Press, Beijing, pp 481–484 (In Chinese)
Wang X (2011) Groundwater movement equation. Geological Publishing House, Beijing (In Chinese)
Wang J, Xiong L, Pang Z (1993) Low-medium temperature geothermal system of convective type. Science Press, Beijing (In Chinese)
Woods JA, Carey GF (2007) Upwelling and downwelling behavior in the Elder-Voss-Souza benchmark. Water Resou Res 43
Xue Y, Xie C (2007) Numerical simulation of groundwater. Science Press, Beijing (In Chinese)
Zhou X, Chen M, Li C (2001a) 3-Dimensional numerical modeling of geothermal water flow in deep-seated aquifers. Geological Publishing House, Beijing (In Chinese)
Zhou X, Chen M, Zhao W, Li M (2001b) Modeling of a Deep-Seated Geothermal System Near Tianjin, China. Ground Water 39:443–448
Zienkiewicz O, Wu J (1992) A general explicit or semi-explicit algorithm for compressible and incompressible flows. Int J Numer Meth Eng 35:457–479
Acknowledgements
This work was supported by the Natural Science Foundation of Beijing (8152026), the Fundamental Research Funds for the Central Universities of China (2652013085, 2652014089, 2652015244, 2652015245, 2562015426) and the project of China Geological Survey (1212011120064).
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Zhao, J., Zhou, X., Yu, Y. et al. Changes in fluid flux and hydraulic head in a geothermal confined aquifer. Environ Earth Sci 75, 397 (2016). https://doi.org/10.1007/s12665-016-5248-7
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DOI: https://doi.org/10.1007/s12665-016-5248-7