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Explain Equations for a triangular (V-notch weir)
Used for small flow rates. C2 is a coefficient which varies from 0.58 to 0.61 depending upon the notch angle.
Q = C2 (8/15tanσ/2) √2g (H)2.5
For a triangular weir with a 90 notch angle:
Q = 2.5 (H) 2.5
Figures (a) and (b) respectively give details of a simply-supported bridge beam and its (idealised) cross-section. In addition to the dead load of 25 kN/m (including self weight),
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