Pressure Transients Caused by Tilting-Disk Check-Valve Closure
Publication: Journal of Hydraulic Engineering
Volume 141, Issue 3
Abstract
Check valves are normally installed at pumping stations to prevent reverse flow through pumps after pump shutdown. Check-valve slam appears to be among the most common causes of water hammer in water supply systems. A methodology for the selection of a suitable check valve for a new pumping station to prevent water hammer after pump shutdown appears to be inadequate at present. A method for analyzing pressure surges caused by check-valve closure after pump shutdown, taking into account valve characteristics as well as characteristics of the pumping system, is proposed in this paper. This method can be used to select the most economical check valve at the design stage that will prevent slamming by limiting the pressure surge to a desired value.
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References
Ballun, J. V. (2007). “A methodology for predicting check valve slam.” J. Am. Water Works Assoc., 99(3), 60–65.
Doughtie, V. L., and Vallance, A. (1964). Design of machine members, 4th Ed., McGraw-Hill, New York, 231–233.
Ellis, J., and Mualla, W. (1986). “Numerical modeling of reflux valve closure.” J. Pressure Vessel Technol., 108(1), 92–97.
Fluent [Computer software]. Canonsburg, PA, ANSYS.
Kane, R. S., and Cho, S. M. (1976). “Hydraulic performance of tilting-disk check valves.” J. Hydraul. Div., 102(HY1), 57–72.
Kruisbrink, A. C. H. (1996). “The dynamic behaviour of check valves in pipeline systems.” Ph.D. thesis, Delft University Press, Amsterdam, The Netherlands.
Li, G., and Liou, C. P. (2003). “Swing check valve characterization and modeling during transients.” J. Fluids Eng., 125(6), 1043–1050.
Provoost, G. A. (1980). “The dynamic behaviour of non-return valves.” Proc., 3rd Int. Conf. on Pressure Surges, BHRA Fluid Engineering, Cranfield, Bedford, U.K.
Provoost, G. A. (1983). “A critical analysis to determine dynamic characteristics of non-return valves.” Proc., 4th Int. Conf. on Pressure Surges, BHRA Fluid Engineering, Cranfield, Bedford, U.K.
Rahmeyer, W. (1987). “Hydraulic tests of Val-Matic 12 inch, 16 inch and 24 inch tilted disk check valves for pressure losses and minimum opening velocities.” Lab Rep. 167, Utah State Univ., Logan, UT.
RELAP5 [Computer software]. Rockville, MD, Information Systems Laboratories.
Sydney Water. (1984). “Warragamba pipelines water hammer analysis.” Headworks Investigation Internal Rep., Sydney, Australia.
Thorley, A. R. D. (1983). “Dynamic response of check valves.” Proc., 4th Int. Conf. on Pressure Surges, BHRA Fluid Engineering, Cranfield, Bedford, U.K.
Thorley, A. R. D. (2003). Fluid transients in pipeline system, Professional Engineering Publishing, London, 210–214.
Turesson, M. (2011). “Dynamic simulation of check valve using CFD and evaluation of check valve in RELAP5.” M.Sc. thesis, Chalmers Univ. of Technology, Gothenburg, Sweden.
Wylie, E. B., and Streeter, V. L. (1993). Fluid transients in systems, Prentice Hall, Englewood Cliffs, NJ, 37–45.
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© 2014 American Society of Civil Engineers.
History
Received: Nov 14, 2013
Accepted: Oct 1, 2014
Published online: Nov 17, 2014
Published in print: Mar 1, 2015
Discussion open until: Apr 17, 2015
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