TECHNICAL PAPERS
Dec 1, 1989

Inverted V‐Notch: Practical Proportional Weir

Publication: Journal of Irrigation and Drainage Engineering
Volume 115, Issue 6

Abstract

This paper presents a practical linear proportional weir of simple geometric shape in the form of an inverted V‐notch or inward trapezium. The flow through this weir, of half‐width w and altitude d, for depths above 0.22d is proportional to the depth of flow measured above a reference plane situated at 0.08d for all heads in the range 0.22dh0.94d, with a maximum percentage deviation of ±1.5 from the theoretical discharge. The linear relationship between head and discharge is based on numerical optimization procedures. Nearly 75% of the depth of inverted V‐notch can be used effectively as the measuring range. Experiments with four weirs, with different vertex angles, show excellent agreement with the theory by giving an average coefficient of discharge for each weir varying from 0.61–0.62.

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References

1.
Fonck, R. M. (1978). “Datum line fixation for linear proportional weirs.” J. Appl. Mech., Trans., American Society of Mechanical Engineers, 441–442.
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3.
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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 115Issue 6December 1989
Pages: 1035 - 1050

History

Published online: Dec 1, 1989
Published in print: Dec 1989

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Authors

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K. Keshavac Murthy
Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore‐560 012, India
D. P. Giridhar
Res. Fellow, Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore‐560 012, India

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