Natural Convection Inside a Porous Square Enclosure Embedded with Two Elliptic Cylinders

Chourasia, Ankit; Deka, Dhrijit Kumar; Bhowmick, Debayan; Pati, Sukumar; Randive, Pitambar

doi:10.2514/1.t6466

Cited by 4 publications

(2 citation statements)

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“…Mesh independency tests were run with different mesh densities, that is crucial for natural convection simulations. 62,63 Figure 4 compares the temperature distribution along the heat exchanger obtained using mesh densities of 72.2 × 10 and 3 285.7 × 10 3 rectangular grid points (cell-size decrease of four times). These simulations were run at a flow rate of 1.1 L/s and 40°C inlet temperature and 1-h elapsed time.…”

Section: Mesh Independence and Stability Analysismentioning

confidence: 99%

“…Mesh independency tests were run with different mesh densities, that is crucial for natural convection simulations 62,63 . Figure 4 compares the temperature distribution along the heat exchanger obtained using mesh densities of

72.2\times {10}^{3}\unicode{x02007}\text{and}

285.7\times {10}^{3}

rectangular grid points (cell‐size decrease of four times).…”

Section: Model Validation and Mesh Independencementioning

confidence: 99%

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Design and optimization of ground‐coupled refrigeration heat exchanger in Dubai: Numerical approach

Kahwaji,

Capuano,

Boudekji

et al. 2024

Heat Trans

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Ground‐coupled heat exchangers (GCHE) have received significant attention over several decades as a result of increasing the world's energy demand and the need for reducing fossil fuels consumption. Prior studies have demonstrated the effectiveness of utilizing GCHE with refrigeration and heating systems. However, optimizing the performance of GCHE coupled with chillers for heat rejection, especially in extreme hot‐humid climates (where cooling towers are not very effective) is lacking in the literature. In this work, a ground borehole fitted with a coaxial‐tubes heat exchanger (BHE) is numerically simulated. Based on a wide range of data collected for the soil of Dubai, its real in situ thermophysical properties are characterized. The soil's upper layer thickness is relatively small and dry that operates in conduction mode, while the lower one is water‐saturated that works in coupled conduction‐advection mode. The study aims at optimizing the parameters advancing heat rejection into ground considering the actual properties of the soil of Dubai. The results indicate that the more feasible high‐density polyethylene pipes can perform as good as the steel ones. Also, a great finding based on the presented novel design is that insulating the inner pipe can increase the temperature duty by 55%. The proposed design of BHE is relatively inexpensive, more feasible and efficient, which is achieved for the first time based on a deep analysis of Dubai climate and soil. This makes the technology ready to be implemented for industrial applications in Dubai and other regions having a similar climate and soil nature.

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Section: Mesh Independence and Stability Analysismentioning

confidence: 99%