The discharge of circular sharp-crested orifices is commonly obtained by using experimental data of the discharge coefficient. This procedure is subjected to errors in graph reading. Further, such a procedure also cannot be used for analytical purposes. Presented herein is a high-accuracy explicit equation of the orifice discharge. The equation unifies viscous and potential flows. © 2010 International Association for Hydro-Environment Engineering and Research.
CITATION STYLE
Swamee, P. K., & Swamee, N. (2010). Discharge equation of a circular sharp-crested orifice. Journal of Hydraulic Research, 48(1 EXTRA ISSUE), 106–107. https://doi.org/10.1080/00221680903568626
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