TECHNICAL NOTES
May 1, 1991

Critical Depth, Velocity Profile, and Channel Shape

Publication: Journal of Irrigation and Drainage Engineering
Volume 117, Issue 3

Abstract

Critical depth can be defined as (1) The depth at which fluid velocity equals the speed of a gravity wave; (2) the depth at which the Froude number equals one; (3) the depth at which specific force corrected for velocity profile is minimized; or (4) the depth at which specific energy corrected for velocity profile is minimized. When the velocity profile is not uniform (when a boundary layer exists), the definitions yield alternative results. The greatest critical depth is that minimizing specific energy corrected for velocity profile. A general solution for alternative definitions of critical depth is developed for several channel cross sections having an exponential velocity profile. A relative critical-depth equation is derived relating the profile-corrected solution to one without correction. For many engineered and natural channels, the difference is only a few percent, but profile-corrected critical depths can be significantly higher than uncorrected solutions in the case of channels with large velocity gradients. Design implications are discussed.

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References

1.
Blalock, M. E., and Sturm, T. W. (1981). “Minimum specific energy in compound open channel.” J. Hydr. Div., ASCE, 107(6), 699–717.
2.
Blasius, H. (1913). “The law of similitude for frictional motions in fluids.” For‐schungsheft des Vereins deutscher Ingenieure, 131, Berlin, Germany (in German).
3.
Chow, V. T. (1959). Open‐channel hydraulics. McGraw‐Hill, New York, N.Y.
4.
French, R. H. (1985). Open‐channel hydraulics. McGraw‐Hill, New York, N.Y.
5.
Henderson, F. M. (1964). Open‐channel flow. Macmillan, New York, N.Y.
6.
Hulsing, H., Smith, W., and Cobb, E. D. (1966). “Velocity‐head coefficients in open channels.” Water Supply Paper 1869‐C, U.S. Geological Survey, Washington, D.C.
7.
“Hydraulic design of flood control channels.” (1970). Em 1110‐2‐1601, Corps of Engrs., Dept. of the Army, Washington, D.C.
8.
Jarrett, R. D. (1984). “Hydraulics of high‐gradient streams.” J. Hydr. Engrg. ASCE, 110(11), 1519–1539.
9.
Jones, L. E. (1964). “Some observations on the undular jump.” J. Hydr. Div., ASCE, 90(3), 69–82.
10.
Schlichting, T., and Kestin, J. (1979). Boundary‐layer theory. 7th Ed., McGraw‐Hill, New York, N.Y.

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 117Issue 3May 1991
Pages: 442 - 448

History

Published online: May 1, 1991
Published in print: May 1991

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Authors

Affiliations

R. J. Heggen, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Univ. of New Mexico, Albuquerque, NM 87131

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