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• W2045078364 endingPage "1664" @default.
• W2045078364 startingPage "1661" @default.
• W2045078364 abstract "The critical flow principle is a useful approach for the hydraulic analysis of round-crested weirs due to their single head-discharge relationships. The hydraulics of circular-crested weirs is examined using simplified models incorporating streamline curvature effects, comparing their predictions with experimental data. A generalized one-dimensional model based on the critical flow in curvilinear motion has been developed. The discharge coefficient increases with the specific energy normalized with the radius of curvature, E∕R , when streamline curvature effects are included. The relative flow depth at the crest decreases as E∕R increases. The flow at the weir crest is only critical for a normalized specific energy value of E∕R≈0.5–0.6 . For larger heads, the flow at the weir crest has been found to be supercritical." @default.
• W2045078364 created "2016-06-24" @default.
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• W2045078364 date "2008-11-01" @default.
• W2045078364 modified "2023-10-18" @default.
• W2045078364 title "Critical Flow over Circular Crested Weirs" @default.
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• W2045078364 doi "https://doi.org/10.1061/(asce)0733-9429(2008)134:11(1661)" @default.
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