TECHNICAL PAPERS
Aug 1, 1987

Contraction Ratios for Weir and Flume Designs

Publication: Journal of Irrigation and Drainage Engineering
Volume 113, Issue 3

Abstract

A new approach to the design of flumes and weir for open channels is developed. The approach is based on matching the flume to approach channel conditions thus providing an appropriate Froude number in the approach channel for the passage of sediment and for producing a stable readable water surface at the head measurement station. The procedure is graphical and is applicable to approach sections and control sections of any shape.

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References

1.
Bos, M. G. (1985). Long‐throated flumes and broad‐crested weirs. Martinus Nijhoff/Dr. W. Junk Publishers, Dordrecht, The Netherlands, 141 pp.
2.
Bos, M. G., Replogle, J. A., and Clemmens, A. J. (1984). Flow measuring flumes for open channel systems. John Wiley and Sons, New York, N.Y., 321 pp.
3.
Clemmens, A. J., Replogle, J. A., and Bos, M. G. (1984). “Rectangular measuring flumes for lined and earthen channels.” J. Irrig. and Drain. Engrg., ASCE, 110(2), Jun., 121–137.
4.
Clemmens, A. J., Replogle, J. A., and Bos, M. G. (1987). “FLUME: A computer model for estimating flow through long‐throated measuring flumes.” ARS‐57, USDA, Agricultural Research Service, Phoenix, Ariz., 68 pp.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 113Issue 3August 1987
Pages: 420 - 424

History

Published online: Aug 1, 1987
Published in print: Aug 1987

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Authors

Affiliations

A. J. Clemmens, M. ASCE
Res. Hydr. Engr., U.S. Water Conservation Lab., USDA/ARS, Phoenix, AZ 85040
M. G. Bos
Irrig. Engr., Int. Inst. for Land Reclamation and Improvement, Wageningen, The Netherlands
J. A. Replogle, M. ASCE
Res. Hydr. Engr., U.S. Water Conservation Lab., USDA/ARS, Phoenix, AZ 85040

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