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Wall Shear Stress (WSS) in a Straight Circular Pipe Using simpleFoam |
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New Member
Yoshiki
Join Date: Dec 2024
Location: Tokyo
Posts: 10
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Thanks, Alczem and Severus!
Quote:
Code:
residualControl { p 1e-2; U 1e-3; } Code:
solvers { p { solver GAMG; smoother GaussSeidel; tolerance 1e-7; relTol 0.01; } pFinal { $p; tolerance 1e-06; relTol 0; } Phi { $p; } U { solver smoothSolver; smoother GaussSeidel; tolerance 1e-8; relTol 0.1; nSweeps 1; } k { solver smoothSolver; smoother GaussSeidel; tolerance 1e-8; relTol 0.1; nSweeps 1; } omega { solver smoothSolver; smoother GaussSeidel; tolerance 1e-8; relTol 0.1; nSweeps 1; } } SIMPLE { nNonOrthogonalCorrectors 0; consistent yes; residualControl { p 1e-2; U 1e-3; } } Additionally, the velocity at the first cell center from the wall was 0.00255349 m/s at the inlet cross-section and 0.00251653 m/s at the central cross-section along the length.Switching to the topic of flow velocity, the centreline velocity remained nearly unchanged: 0.419207 m/s at the inlet cross-section, 0.419172 m/s at the central cross-section along the length (z = 0.025), and 0.419164 m/s at the outlet cross-section. Additionally, the velocity at the first cell center from the wall was 0.00255349 m/s at the inlet cross-section, 0.00251653 m/s at the central cross-section along the length, and 0.003844769 m/s at the outlet cross-section, where it was noticeably higher. Additionally, the wall shear stress at the inlet varies depending on the location and is lower than the theoretical value. This also occurs when a uniform flow is introduced into a straight circular pipe with a 0.4 m development section. I am considering using ParaView's features to investigate how wall shear stress is calculated based on the gradient. |
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openfoam2112, wall shear stress |
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