Equation for hydraulic gradient in pipeline
Equation for hydraulic gradient in pipeline
(OP)
What is the Colebrook White equation in terms of hydraulic gradient? Please
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Equation for hydraulic gradient in pipeline
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RE: Equation for hydraulic gradient in pipeline
The Colebrook-White equation is used to iteratively solve for the Darcy-Weisbach friction factor f. The friction factor then goes into the pressure drop equation you are using to find the pressure drop in a flowing line due to movement (not static head).