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Impact of Pillars in a Square Storage Tank

We are curious if it is important to include Pillars in the CFD models for tanks that have pillars. We studied three cases, all in 3D. We attempted to study these effects in 2D (to run the cases more quickly), but the results in 2D are rather different from those in 3D, so, for this study, the 2D results had to be discarded.

This is a 160 x 160 feet, 4 MG tank. When pillars are present, they are circular columns, 18 inches in diameter, separated by 16 feet. The inlet and outlet are 40 feet from the nearest parallel wall. The flow is simultaneous inflow and outflow at a rate 8.85 MGD. The inlet and outlet are both 2.1' x 2.1' square ducts (with mean flow velocity is 3.3 ft/sec). The height of the water is 19.7 feet. All displays shown here are from above (Plan View). All simulations are isothermal.

To provide a reference to other cases, mixing times can be compared to the time it takes to fill this tank (at 8.85 MGD) to the depth this case simulates: ~10.2 hours.

Note: During the first 5 hours of tank time, the run was done with a 3 second time step (requiring ~75 CPU second per time step on a SGI Octane). The flow field becomes "psuedo" steady state after ~3 hours. The remainder of the simulation was done with a 30 second timestep (requiring ~86 CPU seconds per time step). The total run time for each case is 7.2 CPU days.


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