Estimation of soil and grout thermal properties through a TSPEP (two-step parameter estimation procedure) applied to TRT (thermal response test) data

Energy ◽  
2011 ◽  
Vol 36 (2) ◽  
pp. 839-846 ◽  
Author(s):  
F. Bozzoli ◽  
G. Pagliarini ◽  
S. Rainieri ◽  
L. Schiavi
Author(s):  
Antonio Cazorla-Marín ◽  
Carla Montagud-Montalvá ◽  
José Miguel Corberán ◽  
Álvaro Montero ◽  
Teresa Magraner

Energies ◽  
2021 ◽  
Vol 14 (14) ◽  
pp. 4379
Author(s):  
Max Hesselbrandt ◽  
Mikael Erlström ◽  
Daniel Sopher ◽  
Jose Acuna

Assessing the optimal placement and design of a large-scale high temperature energy storage system in crystalline bedrock is a challenging task. This study applies and evaluates various methods and strategies for pre-site investigation for a potential high temperature borehole thermal energy storage (HT-BTES) system at Linköping in Sweden. The storage is required to shift approximately 70 GWh of excess heat generated from a waste incineration plant during the summer to the winter season. Ideally, the site for the HT-BTES system should be able to accommodate up to 1400 wells to 300 m depth. The presence of major fracture zones, high groundwater flow, anisotropic thermal properties, and thick Quaternary overburden are all factors that play an important role in the performance of an HT-BTES system. Inadequate input data to the modeling and design increases the risk of unsatisfactory performance, unwanted thermal impact on the surroundings, and suboptimal placement of the HT-BTES system, especially in a complex crystalline bedrock setting. Hence, it is crucial that the subsurface geological conditions and associated thermal properties are suitably characterized as part of pre-investigation work. In this study, we utilize a range of methods for pre-site investigation in the greater Distorp area, in the vicinity of Linköping. Ground geophysical methods, including magnetic and Very Low-Frequency (VLF) measurements, are collected across the study area together with outcrop observations and lab analysis on rock samples. Borehole investigations are conducted, including Thermal Response Test (TRT) and Distributed Thermal Response Test (DTRT) measurements, as well as geophysical wireline logging. Drone-based photogrammetry is also applied to characterize the fracture distribution and orientation in outcrops. In the case of the Distorp site, these methods have proven to give useful information to optimize the placement of the HT-BTES system and to inform design and modeling work. Furthermore, many of the methods applied in the study have proven to require only a fraction of the resources required to drill a single well, and hence, can be considered relatively efficient.


Geothermics ◽  
2018 ◽  
Vol 76 ◽  
pp. 116-124 ◽  
Author(s):  
Adam McDaniel ◽  
James Tinjum ◽  
David J. Hart ◽  
Yu-Feng Lin ◽  
Andrew Stumpf ◽  
...  

Energy ◽  
2015 ◽  
Vol 88 ◽  
pp. 497-505 ◽  
Author(s):  
Changxing Zhang ◽  
Wei Song ◽  
Shicai Sun ◽  
Donggen Peng

2021 ◽  
Author(s):  
Antonio Galgaro ◽  
Alberto Carrera ◽  
Eloisa Di Sipio

<p>For the design and implementation of an efficient Ground Source Heat Pump (GSHP) system, the local<br>subsoil represents the core element. Since the thermal performance of Borehole Heat Exchangers (BHEs) is<br>site-specific, its planning typically requires the knowledge of the thermal proprieties of the ground, which<br>are influenced by the local stratigraphic sequence and the hydrogeological conditions. The evaluation of<br>the variations of the ground thermal conductivity (TC) along the depth, as well as its undisturbed<br>temperature, are essential to correctly plan the BHEs field and improve the performance of the ground<br>heat exchangers themselves.<br>Thermal Response Test (TRT) is a well-known experimental procedure that allows to obtain the thermal<br>properties of the ground. However, the traditional method provides a single value of the equivalent TC and<br>the undisturbed temperature, which can be associated with the average value over the entire BHE length,<br>with no chance to detect the thermo-physical parameters variations with depth and to discriminate the<br>contributions of the different geological levels crossed by the geothermal exchange probe. Indeed,<br>different layers within a stratigraphic sequence, may have different thermal properties, according to the<br>presence and to the flow rate of groundwater, as well as to granulometry and mineralogical composition,<br>density, and porosity of the lithologies. The identification of the different contributions to the thermal<br>exchange provided by each geological unit, in practice, can further support BHE design, helping to<br>determine the most suitable borehole length and number, achieving the highest heat exchange capability<br>at the lower initial cost of implementing of the entire geothermal plant.<br>In the last years, new improved approaches to execute an enhanced thermal response test have been<br>developed, as the pioneer wireless data transmission GEOsniff technology (enOware GmbH) tested in this<br>study. This measurement method is characterized by its sensors, 20mm-diameter marbles equipped by<br>pressure and temperature transducers combined with a system of data storing and wireless data<br>transmission. Released at regular intervals down the testing BHE, infilled with water, each marble freely<br>floats allowing the measurement of the water temperature variations over time at different depths, in<br>order to identify areas with particular values of thermal conductivity related to distinctive hydrogeological<br>conditions or lithological assessment. This way, the GEOsniff technology allows a high-resolution spatially-<br>distributed representation of the subsoil thermal properties along the BHE.<br>In this work, we present the test outputs acquired at the new humanistic campus of the University of<br>Padova, located in the Eastern Po river plain (Northern Italy). The thermal conductivity data obtained by<br>the GEOsniff method have been compared and discussed, by considering the standard TRT outputs. This<br>innovative technique looks promising to support the optimization of the borehole length in the design<br>phase, even more where the complexity of the treated geological setting increases.</p>


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