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Pressure Drop |
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| Jan9-13, 04:24 PM | #1 |
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Pressure Drop
Hello... I can't find the difference between the pressure drop in a pipe due to frictionnal loss and the Pressure difference that cause the flow like in Poiseuille Flow.. Thanks
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| Jan9-13, 05:12 PM | #2 |
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They are completely different ideas...what specifically don't you understand about either?
Edit: Oh are you talking about like the losses associated with flows like Poiseuille Flow? |
| Jan9-13, 05:22 PM | #3 |
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If you are asking how this solution to pressure drop is associated with similar ideas such as the Darcy-Weisbach equation, the answer is that the analytical (experimentally derived) Darcy-Weisbach equation is employable under broader circumstances.
The assumptions taken for Poiseuille Flow equations are (from wikipedia) "...that the fluid is viscous and incompressible; the flow is laminar through a pipe of constant circular cross-section that is substantially longer than its diameter; and there is no acceleration of fluid in the pipe". In theory this is a nice equation to look at to understand where the mechanical energy is being lost to, but in practical applications of pressure drop analysis it is rarely, if ever, employed. Basically: Poiseuille equation is theoretical, solutions like Hazen-Williams and Darcy-Weisbach are analytical. |
| Jan9-13, 05:25 PM | #4 |
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Pressure Drop
we say that gradient pressure cause flow but in pipe flow the pressure different is due to friction loss
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| Jan9-13, 05:39 PM | #5 |
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To see how people generally use these equations (Poiseuille is mentioned in there), see here
A solution to Poiseuille's equation is used to approximate the D-W friction factor for Laminar, fully developed flow in long pipes. |
| Jan9-13, 06:41 PM | #6 |
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Thank you i understand it
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| Jan17-13, 05:21 PM | #7 |
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| Jan17-13, 05:47 PM | #8 |
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Thanks for that, I wasn't aware it was so widely used in that industry. I've never personally had any experience with such high viscosity fluids.
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