Difference between revisions of "Pipe flow"
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Energy in pipe flow is expressed as head and is defined by the [[Bernoulli's Equation]]. In order to conceptualize head along the course of flow within a pipe, diagrams often contain a hydraulic grade line. '''Pipe flow''' is subject to frictional losses as defined by the [[Darcy-Weisbach Equation]]. | Energy in pipe flow is expressed as head and is defined by the [[Bernoulli's Equation]]. In order to conceptualize head along the course of flow within a pipe, diagrams often contain a hydraulic grade line. '''Pipe flow''' is subject to frictional losses as defined by the [[Darcy-Weisbach Equation]]. | ||
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== References == | == References == | ||
# Wikipedia | # Wikipedia | ||
# Open Channel Hydraulics by Chow | # Open Channel Hydraulics by Chow | ||
Revision as of 14:50, 8 September 2017
Pipe flow, a branch of hydraulics and fluid mechanics, is a type of liquid flow within a closed conduit (conduit in the sense of a means of containment). The other type of flow within a conduit is open channel flow. These two types of flow are similar in many ways, but differ in one important aspect. Pipe flow does not have a free surface which is found in Open Channel Flow. Pipe flow, being confined within closed conduit, does not exert direct atmospheric pressure, but does exert hydraulic pressure on the conduit.
Not all flow within a closed conduit is considered as Pipe flow. Storm sewers are closed conduits but usually maintain a free surface and therefore are considered as Open Channel Flow. The exception to this is when a storm sewer operates at full capacity, and then can become Pipe flow.
Energy in pipe flow is expressed as head and is defined by the Bernoulli's Equation. In order to conceptualize head along the course of flow within a pipe, diagrams often contain a hydraulic grade line. Pipe flow is subject to frictional losses as defined by the Darcy-Weisbach Equation.
References
- Wikipedia
- Open Channel Hydraulics by Chow
