The discharge ($Q$) over a sharp-edged rectangular notch quantifies the volume of fluid flowing over it per unit time. This calculation depends on the notch's geometry and the fluid's properties.
The flow rate over a sharp-edged rectangular notch is theoretically derived by integrating the flow velocity across the notch area. The velocity varies with the depth of the fluid (head, $h$).
The theoretical discharge ($Q_{th}$) is proportional to the notch width ($w$) and the head ($h$) raised to the power of $3/2$. The standard formula includes the coefficient of discharge ($C_d$) to account for real-world energy losses and flow patterns.
The widely accepted formula for discharge over a rectangular notch is:
$ Q = \frac{2}{3} C_d w \sqrt{2g} h^{3/2} $
Key variables:
We need to find the expression that correctly represents the discharge over a sharp-edged rectangular notch.
The crucial factor in the formula is the term $h^{3/2}$, representing the head's influence on discharge. The options provided are:
Options 3 and 4 are identical and match the expected power dependency ($h^{3/2}$). The constant 'a' in the options likely represents the factor $\frac{2}{3}$ present in the standard formula, combined with other minor adjustments or simply serving as a placeholder constant within the context of the question's options.
Therefore, the discharge over a sharp-edged rectangular notch of width $w$ and depth $h$ is given by the form $C_d a w \sqrt{2g} h^{3/2}$.
The discharge over a rectangular notch is
The horizontal to vertical side slope in case of Cipoletti weir is-
The formula for Discharge in Rectangular Notch is -
(Where B = width of notch, and H = height of liquid above the sill of the notch)
The velocity with which the water approaches a notch is called
The discharge through a V-notch varies as (where, H is the head)