TECHNICAL PAPERS
Mar 1, 1983

Surging in Combined Free Surface‐Pressurized Systems

Publication: Journal of Transportation Engineering
Volume 109, Issue 2

Abstract

Unsteady flow conditions are often encountered in hydraulic systems wherein open channel flow and submerged or pressurized flow conditions may exist simultaneously being separated by a moving interface. Examples of combined free surface‐pressurized flows include power plant tailrace tunnels following turbine load acceptance or rejection, storm water‐sewerage systems, irrigation systems, and pipelines with air vents or undersized surge tanks. A mathematical model is presented which utilizes a method of characteristics solution for the open channel flow. The pressurized flow region is described by the rigid‐column surge equation. Depending on the direction of movement, the surge front that separates the free surface and pressurized flow regions is assumed analogous to a hydraulic bore or a negative surge wave. Results of an experimental laboratory study verified the ability of the numerical model to simulate the magnitude and timing of the surge phenomenon. Discrepancies concerning the predicted shape and celerity of the negative surge front are attributed to the difficulty of mathematically modeling the actual flow conditions at the front. As a practical application, surge in a power plant once‐through circulating water system surge chamber and discharge pipe was analyzed. The results agreed favorably with the field measurements.

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References

1.
Cunge, J. A., and Wegner, M., “Numerical Integration of Barre de Saint Venant's Flow Equations by Means of an Implicit Scheme of Finite Difference, Applications in the Case of Alternately Free and Pressurized Flow in a Tunnel,” La Houille Blanche, No. 1, 1964, pp. 33–39.
2.
Meyer‐Peter, E., and Favre, H., “Ueber die Eigenschaften von Schwallen Und die Berechnung von Unterwasserstollen,” Schweizerische Bauzeitung, Nos. 4–5, Vol. 100, Zurich, Switzerland, July, 1932, pp. 43–50, 61–66.
3.
Song, C. S., “Two‐Phase Flow Hydraulic Transient Model for Storm Sewer Systems,” Proceedings of the Second International Conference on Pressure Surges, British Hydromechanics Research Association, Cranfield, Bedford, England, September, 22–24, 1976.
4.
Streeter, V. L., and Wylie, E. B., Fluid Transients, McGraw‐Hill Book Co., Inc., New York, N.Y., 1978.
5.
Wiggert, D. C., “Transient Flow in Free Surface, Pressurized Systems,” Journal of the Hydraulics Division, ASCE, Vol. 98, No. HY1, Jan., 1972, pp. 11–27.

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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 109Issue 2March 1983
Pages: 232 - 245

History

Published online: Mar 1, 1983
Published in print: Mar 1983

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Authors

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Mark J. Sundquist, A. M. ASCE
Sr. Project Engr., STS Consultants, Ltd., 3001 South State St., Ann Arbor, Mich. 48104
Constantine N. Papadakis, M. ASCE
Vice Pres., Hydr.‐Hydro. Div., STS Consultants, Ltd., 3001 South State St., Ann Arbor, Mich. 48104

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