Author(s): S. Murty bhallamudi Assistant Professor

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Abstract: End depth in trapezoidal and exponential channels is analytically determined using the momentum approach and the Boussinesq approximation. Simple procedures are presented to estimate the discharge using the end depth measurement. The momentum equation incorporating the effect of streamline curvature is also used to obtain the non-dimensional water surface profiles in front of a free overfall.

DOI: https://doi.org/10.1080/00221686.1994.10750037

Year: 1994