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October 7, 2008, 04:23 |
Water Hammer in a pipe
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#1 |
Guest
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Hi, I would like to know how to model the water hammer effect on a pipe with water and a valve which closes suddenly. I know I should model it as a compressible and transient flow but need a fluid structure interaction model or just a CFD model is enough to determine maximum pressures? Cheers
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October 8, 2008, 10:01 |
Re: Water Hammer in a pipe
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#2 |
Guest
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I agree with you to analyze it in transient condition, about interaction, i think you have to perform the UDF of moving mesh, but i prefer to UDF where you can state the speed when valve closed or open so you can see the change in pressure where deeply recognized as " water hammer"
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