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Feb 1, 2005

Design and Calibration of a Compound Sharp-Crested Weir

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Publication: Journal of Hydraulic Engineering
Volume 131, Issue 2

Abstract

This paper describes the design and calibration of a compound sharp-crested weir consisting of two triangular parts with different notch angles. This weir provides accurate measurement for a wide range of flows without discontinuities. The lower triangular part of the weir handles the normal range of discharges at the measurement structure while the upper part measures the occasional higher peak flows. This weir will be installed on the crest of small concrete gravity dams for measuring runoff in experimental catchments. The weir was calibrated in the laboratory using a scaled model. Different geometries (combination of notch angles) were tested in order to validate the proposed theoretical discharge equations.

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References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 131Issue 2February 2005
Pages: 112 - 116

History

Received: Jun 6, 2003
Accepted: Jul 22, 2004
Published online: Feb 1, 2005
Published in print: Feb 2005

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Authors

Affiliations

J. Martínez [email protected]
Professor, Dept. of Rural Engineering, Univ. of Almería, 04120 Almería, Spain. E-mail: [email protected]
Professor, Dept. of Rural Engineering, Univ. of Almería, 04120 Almería, Spain. E-mail: [email protected]
M. T. Morillas [email protected]
Graduate Student, Dept. of Rural Engineering, Univ. of Almería, 04120 Almería, Spain. E-mail: [email protected]
J. G. López [email protected]
Professor, Dept. of Rural Engineering, Univ. of Almería and Director of the Horticultural Research and Development Center “La Mojonera” (Almería), 04120 Almería, Spain. E-mail: [email protected]

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