The sediments inflow in the Tarbela reservoir is resulting in reduction in water storage capacity and damage to the tunnels carrying water to the power generating units and ultimately to the plant equipment. The turbulent flow in tunnel-2 of the Tarbela Dam Project (TDP) is analyzed for the sediment particles tracking in ANSYS CFX. The particles flow in the tunnel is considered random and striking the tunnel walls at different impact angles. Langrangian particles tracking approach is used for the particles deposition, which is a oneway coupling phenomena as the carrier phase is unaffected by the sediment particles because of particle mass loadings less than 0.2 and unaltered flow field. Reynolds Stress Model (RSM) is used for turbulent modeling as it takes care of anisotropic effects near the tunnel walls and is used in flows with strong curvature, swirling flows, flows with strong acceleration/retardation.
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ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis
July 12–14, 2010
Istanbul, Turkey
Conference Sponsors:
- International
ISBN:
978-0-7918-4918-7
PROCEEDINGS PAPER
Turbulent Flow Simulations Through Tarbela Dam Tunnels Considering the Effect of Sediment Particles Available to Purchase
Muhammad Abid,
Muhammad Abid
GIK Institute of Engineering Sciences and Technology, Topi, NWFP, Pakistan
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Adnan Aslam Noon
Adnan Aslam Noon
GIK Institute of Engineering Sciences and Technology, Topi, NWFP, Pakistan
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Muhammad Abid
GIK Institute of Engineering Sciences and Technology, Topi, NWFP, Pakistan
Adnan Aslam Noon
GIK Institute of Engineering Sciences and Technology, Topi, NWFP, Pakistan
Paper No:
ESDA2010-24201, pp. 31-36; 6 pages
Published Online:
December 28, 2010
Citation
Abid, M, & Noon, AA. "Turbulent Flow Simulations Through Tarbela Dam Tunnels Considering the Effect of Sediment Particles." Proceedings of the ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis. ASME 2010 10th Biennial Conference on Engineering Systems Design and Analysis, Volume 4. Istanbul, Turkey. July 12–14, 2010. pp. 31-36. ASME. https://doi.org/10.1115/ESDA2010-24201
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