NP
N.M. Panteli
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2 records found
1
Master thesis
(2018)
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Nefeli Panteli, Mark Bakker, Bas des Tombe, Martin Bloemendal, Phil Vardon, Henk Witte, Frank de Winkel
In a Borehole Thermal Energy Storage (BTES) system, heat is extracted from or injected to the subsurface, taking advantage of the relatively constant temperatures of the underground. Both thermal conduction and advection can influence the performance of BTES systems, but thermal advection is often neglected in the design process. However, in areas with groundwater flow, the heat exchange between the BTES system and the soil can be significantly affected, as the stored heat is transported from the borehole with the flow. This project studies the influence of groundwater flow on the performance of a BTES system. A detailed 3D numerical model is created using MODFLOW and MT3D to simulate groundwater flow and heat transfer under various conditions. The model is verified using an analytical solution as well as experimental data, and is subsequently used to perform a sensitivity analysis and simulate a case study, in order to gain insight on the influence of groundwater flow on the heat exchange process and the conditions that favor this effect. The results reveal that groundwater flow is enhancing the heat exchange rates both in heating and in cooling mode. The magnitude of the effect depends on the total groundwater discharge, and the porosity and background temperature of the soil. In cases of combined heating and cooling, the effect also depends on the magnitude and ratio of the injected and extracted energy loads, as well as the frequency of switching between storage and extraction. Finally, it is revealed that groundwater flow is beneficial for systems with unbalanced energy loads, as it counterbalances the net heat extraction or injection that could decrease the system’s heat exchange capacity in the long term.
...
In a Borehole Thermal Energy Storage (BTES) system, heat is extracted from or injected to the subsurface, taking advantage of the relatively constant temperatures of the underground. Both thermal conduction and advection can influence the performance of BTES systems, but thermal advection is often neglected in the design process. However, in areas with groundwater flow, the heat exchange between the BTES system and the soil can be significantly affected, as the stored heat is transported from the borehole with the flow. This project studies the influence of groundwater flow on the performance of a BTES system. A detailed 3D numerical model is created using MODFLOW and MT3D to simulate groundwater flow and heat transfer under various conditions. The model is verified using an analytical solution as well as experimental data, and is subsequently used to perform a sensitivity analysis and simulate a case study, in order to gain insight on the influence of groundwater flow on the heat exchange process and the conditions that favor this effect. The results reveal that groundwater flow is enhancing the heat exchange rates both in heating and in cooling mode. The magnitude of the effect depends on the total groundwater discharge, and the porosity and background temperature of the soil. In cases of combined heating and cooling, the effect also depends on the magnitude and ratio of the injected and extracted energy loads, as well as the frequency of switching between storage and extraction. Finally, it is revealed that groundwater flow is beneficial for systems with unbalanced energy loads, as it counterbalances the net heat extraction or injection that could decrease the system’s heat exchange capacity in the long term.
Student report
(2017)
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Nefeli Panteli, Mark Bakker, GHP Oude Essink, Sierd de Vries, Sebastian Huizer
Sand replenishments, or nourishments, have been the prevalent strategy of the Netherlands for coastal protection since 1990. In consideration of the expected sea level rise and potential increases of storm surges as a result of climate change, an innovative pilot project known as the ‘Sand Engine’ has been implemented. In contrast with traditional replenishments that are repeated with 3 to 5 year intervals, this local mega-nourishment is expected to protect the coastline for a period of at least 20 years. As sand replenishments are a widely applied technique, the concept of the Sand Engine, if proven successful, could be an effective solution for other areas of the world as well. This study looks into the potential effects of a large-scale sand replenishment on fresh groundwater resources, on four coastal areas in different parts of the world where such a project could be applied. These effects were quantified using 2-D variable density groundwater flow and coupled salt transfer models, by simulating the fresh-saline water interface before and after the replenishment, and comparing the results based on the current sea level and weather conditions with those based on scenarios of climate change. The results show that a large sand replenishment can lead to a considerable increase in the fresh groundwater volume, offering an opportunity to combine coastal protection with an increase of freshwater availability for areas with limited water resources.
...
Sand replenishments, or nourishments, have been the prevalent strategy of the Netherlands for coastal protection since 1990. In consideration of the expected sea level rise and potential increases of storm surges as a result of climate change, an innovative pilot project known as the ‘Sand Engine’ has been implemented. In contrast with traditional replenishments that are repeated with 3 to 5 year intervals, this local mega-nourishment is expected to protect the coastline for a period of at least 20 years. As sand replenishments are a widely applied technique, the concept of the Sand Engine, if proven successful, could be an effective solution for other areas of the world as well. This study looks into the potential effects of a large-scale sand replenishment on fresh groundwater resources, on four coastal areas in different parts of the world where such a project could be applied. These effects were quantified using 2-D variable density groundwater flow and coupled salt transfer models, by simulating the fresh-saline water interface before and after the replenishment, and comparing the results based on the current sea level and weather conditions with those based on scenarios of climate change. The results show that a large sand replenishment can lead to a considerable increase in the fresh groundwater volume, offering an opportunity to combine coastal protection with an increase of freshwater availability for areas with limited water resources.