Elimination of vortices by wave generation as a hydraulic anti-vortex method
- PDF / 2,835,726 Bytes
- 14 Pages / 595.276 x 790.866 pts Page_size
- 56 Downloads / 242 Views
(2020) 42:571
TECHNICAL PAPER
Elimination of vortices by wave generation as a hydraulic anti‑vortex method Ehsan Pakdel1 · Mohammad Reza Majdzadeh Tabatabai1 · Hamed Sarkardeh2 · Sayed Hossein Ghoreishi Najafabadi1 Received: 24 March 2020 / Accepted: 15 September 2020 © The Brazilian Society of Mechanical Sciences and Engineering 2020
Abstract Free-surface vortex formation is one of the undesirable hydraulic phenomena that may occur at intakes during the dewatering reservoir. This research is meant to investigate the effect of waves on formed vortices in vertical intakes numerically by applying STAR-CCM + software. The simulation was conducted to model the free surface and turbulence by volume of fluid and large eddy simulation methods, respectively. Sensitivity analysis was undertaken on different mesh sizes to select appropriate mesh dimensions. Then, verification was performed by Sun and Liu (J Hydraul Res 53:787–796, 2015) experimental data. Results showed that waves reduce or eliminate hydraulic parameters of the formed vortices such as vortex strength, tangential, radial, and axial velocity components. The reduction appeared by average values of 32%, 30%, 22%, and 25% in vortex strength, tangential, radial, and axial velocity components, respectively. Waves also led to decrement in the length and diameter of air-core of vortices about 45% for the former and more than 50% for the latter. In addition, it was concluded that the smaller the waves, the greater their effects would appear on the elimination of the vortex phenomenon. Finally, a relationship between the wave properties, as a hydraulic approach to anti-vortex, and vortex parameters was developed. Keywords Vertical intake · Surface wave · Free-surface vortex · Numerical simulation · STAR-CCM+ List of symbols P Pressure (kgm−1s−2) u Velocity (ms−1) fi External force (kgms−2) g Gravity force (ms−2) Ve Tangential velocity (ms−1) Vr Radial velocity (ms−1) Vz Axial velocity (ms−1) r Vortex radius (ms−1) Z Height from free surface (m) kT Turbulence kinematic energy σ Coefficient of surface tension 𝜌 Density (kgm−3) 𝜇 Dynamic viscosity (kgm−1s−1) 𝜏 Reynolds-stress tensor (kgm−1s−2) Technical Editor: Erick Franklin, Ph.D. * Mohammad Reza Majdzadeh Tabatabai [email protected] 1
Department of Civil, Water and Environmental Engineering, Shahid Beheshti University, Tehran, Iran
Department of Civil Engineering, Faculty of Engineering, Hakim Sabzevari University, Sabzevar, Iran
2
𝜈 Kinematic viscosity (m2s−1) 𝜀 Eddy viscosity (m2s−1) 𝜈e Effective viscosity (m2s−1) Γ Circulation (m2/s) ⃗ Angular velocity (rads−1) (𝜔 ) / 2𝜋rm V𝜃 Dimensionless parameter of tangential Γ in max
velocity ( ) (−Vrrm)/ Dimensionless parameter of radial 𝜈e max velocity (Vz rm2/ ) Dimensionless parameter of axial 𝜈e z max velocity
1 Introduction Free-surface vortex formation is one of the undesirable hydraulic phenomena that may occur at intakes during the desilting reservoir. In other words, the formation of vortex flows at the entran
Data Loading...
