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• W2005156064 endingPage "1056" @default.
• W2005156064 startingPage "1051" @default.
• W2005156064 abstract "To estimate the outflow over a rectangular sharp-crested side weir, the discharge coefficient in the weir equation needs to be known. Although this type of structure has been designed and used extensively by hydraulic engineers, a universally acceptable discharge coefficient does not exist. In this study over 250 laboratory tests were conducted, and the results were analyzed to find the influence of the flow hydraulics and the geometric, channel, and weir shapes on the coefficient. The results show that for subcritical flow the De-Marchi assumption of constant energy is acceptable, and the weir discharge can therefore be used. Furthermore, it was discovered that the De-Marchi coefficient of discharge is a function of the upstream Froude number and the ratios of weir height to upstream depth and weir length to channel width, whereas the channel slope in subcritical flow can be ignored. Hence, an accurate equation for the coefficient of discharge is introduced." @default.
• W2005156064 created "2016-06-24" @default.
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• W2005156064 date "1999-10-01" @default.
• W2005156064 modified "2023-10-18" @default.
• W2005156064 title "Discharge Coefficient for Sharp-Crested Side Weir in Subcritical Flow" @default.
• W2005156064 cites W1500391293 @default.
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• W2005156064 doi "https://doi.org/10.1061/(asce)0733-9429(1999)125:10(1051)" @default.
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