Geothermics 43 (2012) 66–74
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Geothermics
journal homepage: www.elsevier.com/locate/geothermics
Development of the thermally affected zone (TAZ) around a groundwater heat
pump (GWHP) system: A sensitivity analysis
Stefano Lo Russo
a,∗
, Glenda Taddia
a
, Vittorio Verda
b
a
Department of Environment, Land and Infrastructure Engineering (DIATI), Politecnico di Torino, C.so Duca degli Abruzzi 24, 10129 Torino, Italy
b
Department of Energy (DENERG), Politecnico di Torino, C.so Duca degli Abruzzi 24, 10129 Torino, Italy
article info
Article history:
Received 25 November 2010
Accepted 2 February 2012
Available online 28 March 2012
Keywords:
Groundwater heat pumps
Thermally affected zone
FEFLOW
Sensitivity analysis
Advective heat flow
abstract
Open-loop groundwater heat pumps (GWHPs) are considered one of the most energy efficient and envi-
ronmentally friendly air-conditioning systems for temperate zones. A fundamental aspect in GWHP plant
design is early evaluation of the thermally affected zone (TAZ) that develops around the injection well.
This is particularly important to avoid interference with previously existing groundwater uses (wells) and
subsurface underground structures. Numerical modelling is useful for delineating temperature anoma-
lies. We carry out numerical simulations and a sensitivity analysis for the subsurface parameters affecting
the TAZ. Using the simulation results we obtain a relative hierarchy of significance for the parameters with
respect to the final result and then apply this analysis to an actual site. The results of the analysis indicate
that the hydrodynamic parameters correlated with groundwater flow such as the hydraulic conductivity
and the gradient are highly important, particularly those relating to the advective heat flow component.
© 2012 Elsevier Ltd. All rights reserved.
1. Introduction
Geothermal energy usage has experienced continuous and rapid
development within the last several decades. The use of this energy
source has become attractive due to inherent savings of fossil fuels
and relatively low CO
2
emissions (Blum et al., 2010; Lund et al.,
2011; Bertani, 2012).
Geothermal heat pumps are expected to reduce significantly
the primary energy required for heating and cooling. Criteria of
the groundwater use as a hydrogeothermal energy resource in
heat pumps are complex, and they deal with aspects of incoming
temperatures and groundwater quantities. The use of aquifers as
storage of the thermal energy (ATES), the heat propagation after
warm water injection and the consequent environmental impact
have been intensively studied and modelled (Sauty et al., 1982;
Molz et al., 1983; Xue et al., 1990; Molson et al., 1992; Palmer
et al., 1992; Nam and Ooka, 2010). These researches highlighted
the potential of aquifers to supply the heating and cooling needs
for buildings and encouraged the adaptation of the heating system
to this new thermal energy source, especially for new constructions
(Milenic et al., 2010).
Among the available heat pump technologies, groundwater heat
pumps have potential advantages in terms of energy efficiency and
environmental impact, but their performance depends strongly on
∗
Corresponding author. Tel.: +39 011 564 7648; fax: +39 011 564 7699.
E-mail address: stefano.lorusso@polito.it (S. Lo Russo).
the heating and cooling load, the heat pump design characteristics
(compressor efficiency, heat exchanger configuration), the control
strategy and the characteristics of the aquifer (groundwater tem-
perature, transmissivity, etc.).
Groundwater heat pump (GWHP) systems are open-loop sys-
tems that draw water from a well, pass it through a heat exchanger,
and discharge the water into an injection well or nearby river.
The relatively stable temperature of groundwater yields a higher
performance efficiency and offers greater energy savings than air-
source heat pump (ASHP) systems especially in temperate climate
conditions (Florides and Kalogirou, 2007; Milenic et al., 2010).
Depending on the use mode (heating or cooling), energy may be
extracted or injected. During the process, the ambient aquifer tem-
perature is disturbed and cold or warm plumes develop. These
disturbances are reduced by lateral conductive heat transport and
convection due to moving water (Hecht-Mendez et al., 2010). The
Peclet number for energy transport relates the transport of energy
by bulk fluid motion to the energy transport by conduction, that
is, it is the ratio between heat convection and heat conduction
(Domenico and Schwartz, 1990):
Pe =
ql
f
c
f
m
with
m
= n
f
+ (1 - n)
s
(1)
in which q is the volumetric flow rate per unit volume of aquifer
[m/s], l is the characteristic length [m],
f
is the density of the
fluid (water) [kg/m
3
], c
f
is the specific heat capacity of the fluid
(water) [J/(kg K)],
m
is the effective thermal conductivity of the
porous media [W/(m K)], n is the porosity,
f
is the water thermal
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doi:10.1016/j.geothermics.2012.02.001