TECHNICAL NOTES
Nov 1, 1992

Flow in Trapezoidal Channels

Publication: Journal of Irrigation and Drainage Engineering
Volume 118, Issue 6

Abstract

Four charts are presented for the selection of standard concrete trapezoidal canals. The charts cover Systeòme International (SI)– and English-dimensioned canals. If the channel invert slope and flow are known, a standard section can be chosen (bottom width and side slope) and the flow depth determined. Alternately, the invert slope and average cross-sectional velocity can be used as a basis of selection. Procedures are given for using the charts for channels of Manning roughnesses not included in the standards.

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References

1.
Analysis and description of capacity tests in large concrete‐lined canals. (1964). U.S. Dept. of the Interior, Bureau of Reclamation, Denver, Colo., Apr.
2.
“Canals and related structures.” (1967). Design standards No. 3, U.S. Dept. of the Interior, Bureau of Reclamation, Office of Chief Engr., Denver, Colo.
3.
Standards, practices and data developed and adopted by the American Society of Agricultural Engineers. (1984). Am. Soc. of Agric. Engrs., St. Joseph, Mich.
4.
Standards, practices and data developed and adopted by the American Society of Agricultural Engineers. (1990). Am. Soc. of Agric. Engrs., St. Joseph, Mich., 555–558.

Information & Authors

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 118Issue 6November 1992
Pages: 971 - 976

History

Published online: Nov 1, 1992
Published in print: Nov 1992

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Authors

Affiliations

W. E. Hart
744 Mulberry Lane, Davis, CA 95616‐3417; retired Prof., Dept. of Agric. and Biosystems Engrg., Univ. of Arizona, Tucson, AZ 85721
B. P. Thoreson
Grad. Assoc., Dept. of Agric. and Biosystems Engrg., Univ. of Arizona, 507 Shantz Bldg. #38, Tucson, AZ
S. A. Musil
Res. Asst. II, Dept. of Soil and Water Sci., Univ. of Arizona, 429 Shantz Bldg. #38, Tucson, AZ

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