- Ther discharge over a rectangular weir is given by:-
= 2/3 × Cd × L × [ (2g)^1/2 ] × [( H + ha )^3/2 - ha^3/2 ] ------- ii
- Equation i and ii are applicable to ther weir or notch for which ther Crest length is equal to the width of the channel.
- This type of weir is called Suppressed weir.
- But if the writer is not suppressed, ther effect of end of contraction will be taken into final.
Francis's Formula:-
- Francis on the basis of his experiments established that one end contraction decreases the effective length of the Crest of weir and hence decreases the discharge.
- Each end contraction reduces the Crest length by 0.1× H, where H is the head over the weir.
- For a rectangular weir there are two end contraction only and hence effective length.
and, Q = 2/3 × Cd × L ×[ (2g)^1/2 ] × H^3/2.
If,
Cd = 0.623 , g = 9.81 m/s^2.
Then,
Q = 2/3 × 0.623 × L ×[ (2 × 9.81 )^1/2 ] × H^3/2.
= 1.84 × ( L- 0.2H ) × H^3/2
If end contractions are suppressed then,
Q = 1.84 × L × H^3/2.
If velocity of approach is considered then,
Q = 1.84 × L × [ ( H + ha )^3/2 - ha^3/2 ].
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