TECHNICAL NOTES
Oct 1, 1994

No‐Choke Flow in Trapezoidal Channels

Publication: Journal of Engineering Mechanics
Volume 120, Issue 10

Abstract

No‐choke flow in a trapezoidal channel with a change in bed elevation is analyzed assuming there is no change in channel sections before and after the transition. The energy and continuity equations are solved for the subcritical and supercritical approach‐flow regimes to obtain the maximum limiting dimensions of bed elevation, considering there is no head loss in the transition zone. Also, the ranges of upstream‐flow depths are obtained from this approach.

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References

1.
Allen, R. F. (1980). “Steady solution for river flow.” J. Hydr. Div., ASCE, 106(4), 608–611.
2.
Chow, V. T. (1959). Open channel hydraulics. McGraw‐Hill Book Co., New York, N.Y., 13.
3.
Conte, S. D., and de Boor, C. (1987). Elementary numerical analysis: an algorithmic approach. Int. Ed., McGraw‐Hill Book Co., Singapore, 202–204.
4.
Dey, S., Dey, A., Bajpai, S., and Singh, A. K. (1990). “Design and flow operation of triangular and parabolic channels without choke.” Indian J. Power and River Valley Development, XL(5–6), 71–74.
5.
Henderson, F. M. (1966). Open channel flow. McMillan Book Co., New York, N.Y., 49.
6.
Liong, S. Y. (1984). “Channel design and flow operation without choke.” J. Irrig. and Drain. Engrg., ASCE, 110(4), 403–407.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 120Issue 10October 1994
Pages: 2224 - 2231

History

Received: Feb 17, 1993
Published online: Oct 1, 1994
Published in print: Oct 1994

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Authors

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Subhasish Dey
Sr. Lect., Dept. of Appl. Mech., Regional Engrg. College, Durgapur 713209, West Bengal, India

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