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How to create hydrostatic pressure in the fluent |
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December 14, 2014, 10:59 |
How to create hydrostatic pressure in the fluent
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#1 |
Member
Ebrahim
Join Date: Feb 2014
Posts: 57
Rep Power: 12 |
Dear all
How can I create the hydrostatic pressure in the fluent? for example imagine a pool is filled with water at the beginning(t =0) therefore the water must have hydrostatic pressure in the pool. then another fluid is entered to the bottom of pool under pressure via a pipe. how can I create the hydrostatic pressure of water thank you |
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December 14, 2014, 17:40 |
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#2 |
Senior Member
Lucky
Join Date: Apr 2011
Location: Orlando, FL USA
Posts: 5,764
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enable gravity?
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December 15, 2014, 09:41 |
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#3 |
Member
Ebrahim
Join Date: Feb 2014
Posts: 57
Rep Power: 12 |
yes lucktarn, I select the water as primary phase and enable the gravity. but hte hydrostatic pressure of water doesn't create!
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December 15, 2014, 21:42 |
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#4 |
Senior Member
François Grégoire
Join Date: Jan 2010
Location: Canada
Posts: 392
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It's because when you enable gravity the pressure is redefined as in equation (7-54) here: https://www.sharcnet.ca/Software/Flu...et_hydrostatic
What you're plotting as static pressure is now . If you want to visualize the hydrostatic head, you can quickly define a Custom Field Function that computes , or just . |
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December 16, 2014, 16:05 |
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#5 |
Senior Member
Rick
Join Date: Oct 2010
Posts: 1,016
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I usually set operating density to 0 to get hydrostatic pressure (and enable gravity).
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December 17, 2014, 11:49 |
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#6 |
Member
Ebrahim
Join Date: Feb 2014
Posts: 57
Rep Power: 12 |
can I write an UDF for hydrostatic pressure and apply it to the pressure outlet boundaries to create hydrostatic pressure?
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December 17, 2014, 12:37 |
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#7 |
Senior Member
Lucky
Join Date: Apr 2011
Location: Orlando, FL USA
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Rep Power: 66 |
I think the custom field function is easiest to implement.
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December 21, 2014, 10:51 |
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#8 |
Member
Ebrahim
Join Date: Feb 2014
Posts: 57
Rep Power: 12 |
Dear Luckytran and ghost 82
If I want that at t=0 which there is only water (density =1000) in the whole domain with its hydrostatic pressure and after that another fluid with density 5 is about to enter the domain, I should set the operating density to zero as well ? |
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