RajiCurator
If H is height of the liquid above the sill, the effect of end contractions, according to Francis formula, is
If H is height of the liquid above the sill, the effect of end contractions, according to Francis formula, is
The formula for the standard contracted rectangular weir is the Francis equation. In U.S. Customary units, this equation is: Q = 3.33 (L – 0.2H) H3/2. [1] in which Q = discharge, in cfs, L = length of the weir crest, in ft, and H = head on the weir crest, in ft.