TECHNICAL PAPERS
May 1, 1991

Alternative Linear Weir Design

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

Abstract

Weirs are devices installed in channels by means of which flow may be measured within a given degree of accuracy. Linear weir flow‐measuring devices introduce less relative error in discharge measurement. The design of a linear weir is such that the base approaches infinity; this makes its theoretical design physically unrealizable. Various attempts have been made to achieve a practical weir profile by cutting off the infinite bottom wings and providing base weirs of different shapes. Furthermore, all these designs use a constant discharge coefficient, whereas there is a considerable variation in the discharge coefficient with the head/weir‐height ratio. A linear weir profile that includes the variation of discharge coefficient and does not require base and datum corrections is presented herein. A design example has also been included.

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References

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Banks, W. H. H., Burch, C. R., and Shaw, T. L. (1968). “The design of proportional and logarithmic thin plate weirs.” J. Hydr. Res., 6(2), 75–105.
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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 117Issue 3May 1991
Pages: 311 - 323

History

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

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Authors

Affiliations

Prabhata K. Swamee
Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee‐247 667, India
Santosh K. Pathak
Prof. of Civ. Engrg., Univ. of Roorkee, Roorkee‐247 667, India
Mahesh Agarwal
Formerly, Postgrad. Student, Dept. of Civ. Engrg., Univ. of Roorkee, Roorkee‐247 667, India
Anwar S. Ansari
Formerly, Postgrad. Student, Dept. of Civ. Engrg., Univ. of Roorkee, Roorkee‐247 667, India

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