TECHNICAL PAPERS
Mar 1, 1988
Energy Dissipation and Limiting Discharge with Orifices
Publication: Journal of Transportation Engineering
Volume 114, Issue 2
Abstract
Equations and methods are presented to calculate the energy dissipation and the limit of maximum choked flow for orifices and sudden enlargements. A correction factor is introduced to correct the head loss equation to allow the calculation of maximum choked flow. Equations are given to estimate and calculate The difference between the use of an orifice as a flow meter and an energy dissipator is emphasized.
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References
1.
Ball, J. W., Tuilis, J. P., and Stripling, T. E. (1975). “Predicting cavitation in sudden enlargements.” J. Hydr. Div., ASCE, 101(HY7), 857–870.
2.
Bean, H., ed. (1971). Fluid meters. 6th Ed., ASME, New York, N.Y.
3.
Numachi, F., Yamabe, M., and Oba, R. (1960). “Cavitation effect on the discharge coefficient of the sharp‐edged orifice plate.” J. Basic Engrg., ASME, 82, pp. 1–11.
4.
Pipeline design for water and wastewater (1975). Report of the Committee on Pipeline Planning, ASCE, New York, N.Y.
5.
Rahmeyer, W. J. (1980). “Prediction and modeling of cavitation damage: sudden enlargements,” thesis presented to Colorado State University, at Fort Collins, Colo., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Copyright © 1988 ASCE.
History
Published online: Mar 1, 1988
Published in print: Mar 1988
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William Rahmeyer, Member, ASCE
Asst. Prof. of Civ. and Envir. Engrg., Utah State Univ., Logan, UT 84322‐8200
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.