Analysis of the ground effect on development of flow structures around an inclined solar panel
- PDF / 5,436,359 Bytes
- 27 Pages / 439.37 x 666.142 pts Page_size
- 38 Downloads / 233 Views
Analysis of the ground effect on development of flow structures around an inclined solar panel K. Fukuda1 · R. Balachandar1,2 · R. M. Barron1,3 Received: 14 November 2018 / Accepted: 23 May 2020 © Springer Nature B.V. 2020
Abstract The complex three-dimensional flow that develops around an inclined flat solar panel near the ground is investigated using Computational Fluid Dynamics. The early stage evolution of the flow and the interaction of the shear layers emanating from the sides of the panel, the large separation region behind the panel and the boundary layers on the panel and ground are captured using Delayed Detached-Eddy Simulation to model the turbulence. The mean analysis shows that a small clearance produces a wall-jet like flow in the gap region between the panel and the ground, which tends to elongate the wake region in the downstream direction. On the other hand, a strong upwash is observed for a larger gap, reducing the length of the wake. Transient three-dimensional flow structures are captured using vorticity contours and the λ2-criterion. The early stage development of flow around the panel shows inverted hairpin-like vortices that are shed from the leading edge, touch down on the ground, generate a counter-rotating sheared vortex and a pair of vertical vortex tubes that extend from the ground and curl up into the wake. This pair of vortex tubes appears to be the source of the meandering structures reported in the literature. When the flow reaches a quasi-steady state, there is an asymmetric distorted flow for the smaller gap, whereas there is a nearly symmetric wake pattern for the larger gap. Keywords Solar panel · Delayed Detached-Eddy Simulation · Coherent structures · Ground clearance effect List of symbols CFD Computational Fluid Dynamics CFL Courant number CL Lift coefficient D Edge length, m DDES Delayed Detached-Eddy Simulation * R. M. Barron [email protected] 1
Department of Mechanical, Automotive and Materials Engineering, University of Windsor, Windsor, ON N9B 3P4, Canada
2
Department of Civil and Environmental Engineering, University of Windsor, Windsor, ON N9B 3P4, Canada
3
Department of Mathematics and Statistics, University of Windsor, Windsor, ON N9B 3P4, Canada
13
Vol.:(0123456789)
Environmental Fluid Mechanics
DES Detached-Eddy Simulation H Gap height, m k Turbulent kinetic energy, m2/s2 L Length of the solar panel, m LES Large Eddy Simulation p Pressure, Pa RANS Reynolds-Averaged Navier–Stokes ( ) Sij Shear strain: 12 Ui,j + Uj,i , s−1 SIMPLE Semi-Implicit Method for Pressure Linked Equations SST Shear-Stress Transport t Time, s tr Reference time, s t* Normalized time, t/tr U, V, W Velocity components, m/s U(Y) Streamwise velocity at the distance Y from the bottom wall, m/s Ug Velocity at gradient height Yg, m/s Ui, j Velocity gradients U0 Approaching velocity at the height of the inclined panel leading edge, m/s urms , vrms , wrms Root mean square of velocity fluctuations, m/s uτ Frictional velocity, m/s W Width of the solar panel,
Data Loading...
