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bowl.0768

This is a benchmark curvilinear tank case for testing the (super)generalized elevation equation. See also trap.1600. The domain has dimensions shown below.

f-bowl.0768-d.gif

This domain is discretized using 768 quadrilateral elements, and 813 (1626 space-time) nodes. The smallest element length is initially 0.25. The mesh was generated with the "Mesh2D" program. Click on the image below to view a PDF view of the mesh, with element and node numbers included.

The MIXD format (space-time) mesh files for this geometry are here:

minf mxyz mien mrng

Run A

Start from still water and hydrostatic pressure. Ran 200 steps with β = 0.5 and τDC = 0.0. Too much shear at the wall leaves a sharp (one-element thick) trail of fluid, leading to too much deformation eventually? Time step size of 0.1. Data and logs taped on OHIO.

Run B

Same as Run A but with τDC = 0.1. Ran 500 time steps with good convergence, but the trails are still there. Data and logs taped on OHIO.

Run C

Same as Run A but with β = 0.1. Ran 500 time steps with good convergence, and good solution. Mass conservation within 0.1 %. Time step too small (wasteful)! The period of the excitation is about 6.0, so a time step of 0.25 should be more than sufficient. Data and logs taped on OHIO.

Run D

Same as Run C but with time step size of 0.25. Ran 4000 steps. Height (i.e. not the elevation φ but coordinate y) at the two upper corners:

f-bowl.0768.D-e.04000.gif

The coordinates were recovered in EnSight, creating y variable, and using Query tool to extract value of y at nodes 813+314=1127 (left) and 813+813=1626 (right), and then saving that data to a text file, which was later fed into "Gnuplot". Also made PS files of streamlines, limit -1.0 to +1.0, at steps 300, 340, 380, 420, 460 and 500, corresponding to records 61, 69, 77, 85, 93 and 101, and time of 75.0, 85.0, 95.0, 105.0, 115.0 and 125.0.

Run E

Same as Run D but with excitation amplitude of 0.15. Mesh tangled after 3949 steps.

Run F

Testing.

Run G

Rerun of Run D with new XNS. Animation of stream function and velocity vectors is shown below. Click on the frame to load the movie.

Animation notes: Volume mesh colored with stream function, limits -0.6 to +0.6, black velocity vectors scaled by 4.0 with "normal" tips of fixed size 0.05. Animated 800 time steps. Imported at 15 frames per second.

Run H

Navier's slip condition replaced with BC-free condition on slip boundary to fully elliminate tangent stresses. Ran 4000 steps with no recirculation and good mass conservation. Used 4 nonlinear iterations to save time. Animation of stream function and velocity vectors is shown below. Click on the frame to load the movie.

Animation notes: Volume mesh colored with stream function, limits -0.6 to +0.6, black velocity vectors scaled by 4.0 with "normal" tips of fixed size 0.05. Animated 800 time steps. Imported at 15 frames per second.

f-bowl.0768.H-e.04000.gif

Used in bibRef(Behr2003a).

Run I

For comparison with Run H, removed Navier's slip condition and did not use BC-free condition. Ran 4000 steps with recirculation observed, but also insufficient convergence (and mass gain). Insufficient number of iterations?

f-bowl.0768.I-e.04000.gif

Run J

Same as Run I, but with 8 iterations per step. No visible change from Run I.

Run K

Same as Run G, but with only 1 outer GMRES iteration, for better comparison with Run H. Used in bibRef(Behr2003a).

f-bowl.0768.K-e.04000.gif

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