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Corresponding Author

El-Masry, Adel Abdo

Subject Area

Civil and Environmental Engineering

Article Type

Original Study

Abstract

An experimental study of flow over sharp edged skew side weirs in rectangular channels is presented. Experiments were carried out for various angles of skew side weir, discharges and water depths. Dimensional analyses to develop non dimensional terms affecting the phenomenon were obtained based on the experimental data. Discharge coefficients are obtained for sub-critical regime. Water surfaces are observed for different angles of skew side weir.

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