The discharge through a triangular notch is given by (with usual notations):
A triangular notch, also known as a V-notch, is a type of weir used in hydraulics to measure the flow rate (discharge) of a fluid, particularly in open channels. It features a V-shaped opening over which the liquid flows.
The formula for discharge through a triangular notch incorporates several parameters:
The widely accepted formula for calculating the discharge (Q) through a triangular notch is:
$$Q = \frac{8}{{15}}{C_d}\cdot \tan \frac{\theta }{2} \times \sqrt {2g} \cdot {H^{5/2}}$$
This formula is derived by integrating the flow rate over elementary horizontal strips of the V-notch, considering the velocity of flow across each strip.
The derivation involves considering a thin horizontal strip of the notch at a depth \(h\) from the free surface, with a width \(b\). The width \(b\) varies with depth \(h\) according to the notch angle \(\theta\). The velocity of water flowing over this strip is approximately \(\sqrt{2gh}\) (based on Torricelli's theorem). The discharge through this elemental strip (\(dQ\)) is the product of the area of the strip (\(b \cdot dh\)) and the velocity. Integrating \(dQ\) from the apex of the notch (\(h=0\)) to the free surface (\(h=H\)), and applying the coefficient of discharge (\(C_d\)), yields the final formula. The \(\frac{8}{15}\) coefficient and the \(H^{5/2}\) term arise specifically from the integration process over the triangular geometry.
It is important to use this specific formula for triangular notches, as formulas for rectangular or trapezoidal notches differ.
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)