In order to study the behaviour of shallow closed-loop geothermal systems, four borehole heat exchangers equipped with fiber optics were installed on the campus of the University of Liege (Liege, Belgium) over a surface area of 32 m 2 . This paper presents continuous, high-resolution temperature profiles measured along the boreholes length at different phases: at the undisturbed state, during hardening of the grouting material, during the recovery phase of a Distributed Thermal Response Test (DTRT) and during a DTRT of a long duration (7 months). The undisturbed ground temperature is affected by the heat loss from ground structures located close to the boreholes, as also indicated by a 3D numerical model. Temperature profiles during hardening of the grouting material indicate extended fractured zones in the rock mass. Temperature measurements during the recovery phase can be correlated to rock layers with different mineral content. The results are in good agreement with those of the borehole televiewer logging method. The long duration DTRT allow us to follow the thermal plume in the heterogeneous rock mass. Moreover the effect of the duration of the test to the calculated mean thermal conductivity and borehole thermal resistance is investigated. The presented analysis could provide information on bedrock heterogeneity, on the anisotropic thermal behaviour of the rock mass and on the ground temperature variations due to heat loss from ground structures. These information could significantly contribute to the long-term behaviour prediction of the geothermal system and the geothermal reservoir potential.
INRODUCTIONIn order to study the behaviour of closed-loop geothermal systems in heterogeneous bedrock, four Borehole Heat Exchangers (BHEs), namely B1 to B4, were installed on the campus of the University of Liege (Liege, Belgium) over a surface area of 32 m 2 (Radioti et al. 2013). The four BHEs, equipped with double-U geothermal pipes of 100 m long are located at a distance of approximately 15 m to a building (SEGI) and 6.6 m to an underground structure (feeder pipe) (Fig. 1).After drilling the boreholes, a borehole televiewer was lowered inside the four boreholes. A detailed bedrock characterisation was conducted based on acoustic borehole imaging data, gamma-ray logging data and cuttings observation (Radioti et al. 2015a). • SE. Moreover, azimuth and deviation were measured by magnetometers and inclinometers (Monier-Williams et al. 2009). Based on these data, the horizontal distance through depth between B2 and the other three boreholes was estimated and presented in Figure 2. B1 and B2 are characterised by roughly the same lithostratigraphy, which is observed at different depths in B3 and B4, due to the layer dip angle orientation. The distance through depth between B1 and B2 oscillates around 4.1 m. The distance between B2 and B3 or B4 decreases through depth, becoming almost the half at the bottom of the boreholes.During the installation of the geothermal pipes, fiber optic cables were attached al...