Correct Answer - Option 1 : +6%
Concept:
Flow over a Rectangular notch:
Discharge measured through rectangular notch:
\(Q = \frac{2}{3}{C_d}\sqrt {2g} L{H^{3/2}}\)
Where, Cd = Coefficient of discharge
L = Length of crest or sill
H = Still water head
Effect on computed discharge over a weir or notch due to error in the measurement of head and length:
\(Q = \frac{2}{3}{C_d}\sqrt {2g} L{H^{3/2}}\)
Or, \(Q = KL{H^{3/2}}\)
Where, \(K = \frac{2}{3}{C_d}\sqrt {2g} \)
Differentiating the above equation
dQ = KH3/2dL + KL × (3/2) H1/2 dH
\(\frac{{dQ}}{Q} = \frac{{dL}}{L} + \frac{3}{2}\frac{{dH}}{H}\;\)
Calculation:
Give,
\(\frac{{dH}}{H} = 2\% \)
\(\frac{{dL}}{L} = 3\% \)
So, the Percentage error in discharge,
\(\frac{{dQ}}{Q} = \frac{{dL}}{L} + \frac{3}{2}\frac{{dH}}{H}\)
\(\frac{{dQ}}{Q} = 3\% + \frac{3}{2} \times \;2\% = 6\% \)