Pipe flow: Difference between revisions
Aaronacb132 (talk | contribs) drafted up an article |
Aaronacb132 (talk | contribs) m noted pipe flow is within a closed conduit |
||
| Line 1: | Line 1: | ||
'''Pipe flow''', a branch of [[Hydraulics]] and [[Fluid Mechanics]], is a type of [[liquid]] flow within a [[conduit]] (conduit in the sense of a means of containment). The other type of flow within a conduit being [[open channel flow]]. |
'''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 being [[open channel flow]]. |
||
These two types of flow are similar in many ways, but differ in one important respect. 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. |
These two types of flow are similar in many ways, but differ in one important respect. 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. |
||
Revision as of 17:43, 30 October 2011
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 being open channel flow. These two types of flow are similar in many ways, but differ in one important respect. 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 pipe flow. Storm sewers are closed conduits and usually maintain a free surface and therefore are considered 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 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 formula.
States of Flow
The behavior of pipe flow is governed mainly by the effects of viscosity and gravity relative to the inertial forces of the flow. Depending on the effect of viscosity relative to inertia, as represented by the Reynolds number, the flow can be either laminar or turbulent. At a Reynolds number below the critical value of approximately 2040[1] pipe flow will ultimately be laminar, whereas above the critical value turbulent flow can persist. In addition, the transition between laminar flow and turbulence can be sensitive to disturbance levels and imperfections.
Flow through pipes can roughly be divided into two:
- Laminar flow - see Hagen-Poiseuille flow
- Turbulent flow - see Moody diagram
See Also
Mathematical equations and concepts
Fields of study
Types of fluid flow
Fluid properties
Fluid phenomena
References
- ^ Avila, K. (2011). "The Onset of Turbulence in Pipe Flow". Science. 333 (6039): 192–196. Bibcode:2011Sci...333..192A. doi:10.1126/science.1203223.
{{cite journal}}: Unknown parameter|coauthors=ignored (|author=suggested) (help); Unknown parameter|month=ignored (help)
Chow, V. T. (2008). Open-channel hydraulics. Caldwell, New Jersey: Blackburn Press.