TECHNICAL PAPERS
Sep 1, 1984

Optimal Channel Cross Section with Freeboard

Publication: Journal of Irrigation and Drainage Engineering
Volume 110, Issue 3

Abstract

Methods from calculus may be used to determine a channel cross section which minimizes hydraulic resistance or alternatively, determines the least cost channel dimensions. In either case, established procedures ignore channel freeboard. The traditional methods of channel geometry optimization are reformulated to include freeboard considerations. The results are shown to revert to traditional solutions when the freeboard parameter is set to zero. A graphical solution is provided to simplify the resulting equations.

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References

1.
Aisenbreg, A. J., Jr., et al., “Design of Small Channel Structures,” U.S. Bureau of Reclamation, Denver, Colo., 1978, p. 15.
2.
Chow, V. T., Open Channel Hydraulics, The McGraw‐Hill Book Co., New York, N.Y., 1959, p. 161.
3.
Dake, J. M. K., Essentials of Engineering Hydraulics, The John Wiley and Sons, Inc., New York, 1972, p. 89.
4.
Morris, H. M., and Wiggert, J. M., Applied Hydraulics in Engineering, 2nd ed., The Ronald Press Company, New York, 1972, p. 135.
5.
Tung, Y. K., and Mays, L. W., “Optimal Design of Stilling Basins for Overflow Spillways,” Journal of the Hydraulics Division, ASCE, Vol. 108, No. HY10, Oct., 1982, p. 1163.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 110Issue 3September 1984
Pages: 304 - 314

History

Published online: Sep 1, 1984
Published in print: Sep 1984

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Authors

Affiliations

Chwen‐Yuan Guo, A. M. ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Colorado at Denver, Denver, Colo. 80202
William C. Hughes, M. ASCE
Prof., Dept. of Civ. Engrg., Univ. of Colorado at Denver, Denver, Colo. 80202

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