Design of Straight Expansive Pipe Transitions
Publication: Journal of Hydraulic Engineering
Volume 131, Issue 4
Abstract
Pipe transitions frequently occur in piping networks such as a water distribution system, or piping in a chemical engineering plant. Whereas the contraction transitions involve less head loss, the expansion transitions involve a sizable head loss. Considerable energy savings can be achieved if the transitions are designed by minimizing the head loss. The conservation of energy will be significant if the transition is meant for a steel-lined power tunnel where the flow velocities are high. Similarly, in a system having frequent occurrence of transitions, such as a high-rise building or plan of a city, the optimum transition profile can be used most effectively. This paper uses optimal control theory to develop a methodology for optimal design of expansion pipe transitions. Analyzing a large number of designed optimal transitions; empirical design equations for the pipe diameter profile are obtained.
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References
Gibson, A. H. (1957). Hydraulics and its applications, 5th Ed., Constable and Co. Ltd., London, 93–95.
Sage, A. P., and White, C. C. (1977). Optimum systems control, 2nd Ed., Prentice-Hall, Englewood Cliffs, N.J., 310–326.
Swamee, P. K. (1988). “Generalized rectangular weir equations.” J. Hydraul. Eng., 114(8), 945–949.
Wilde, D. J., and Beightler, C. S. (1967). Foundations of optimization, Prentice-Hall, Englewood Cliffs, N.J.
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© 2005 ASCE.
History
Received: Feb 28, 2003
Accepted: Jul 27, 2004
Published online: Apr 1, 2005
Published in print: Apr 2005
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