Solution :
Given :
Discharge, $Q=7.5~m^3/s$
Wide, $b=3~m$
Velocity, $V=5~m^2/s$
Discharge per unit width
$$ q=\frac{Q}{b}=\frac{7.5}{3}=2.5 {~m}^{2} /{s}$$
$$q=\dfrac Q b =\frac{V × A}{b} =\frac{V×d_1×b}{b}$$
$$\implies d_1=\dfrac q V=\dfrac {2.5} 5= 0.5 ~m$$
Hydraulic jump will occur if the depth of flow on upstream side is less than the critical depth on upstream side.
Critical depth ($h_C$)
$$h_C=\left(\frac{q^{2}}{g}\right)^{\dfrac 1 3}=\left(\frac{2.5^{2}}{9.81}\right)^{\dfrac 1 3}=0.8605$$
Now depth on upstream side is 0.5 m. This depth less than the critical depth and hence hydraulic jump will occur.
Height of hydraulic jump (H)
$$\begin {aligned}
d_{2}&=-\frac{d_{1}}{2}+\sqrt{\frac{d_{1}^{2}}{4}+\frac{2 q^{2}}{g d_{1}}}\\
&=-\frac{0.5}{2}+\sqrt{\frac{0.5^{2}}{4}+\frac{2 ×2.5^{2}}{9.81× 0.5}}\\
&=1.3658~m
\end{aligned}$$
$$H=d_2-d_1=1.3658-0.5=0.8658 ~m$$
$$\frac{d_2}{d_1}=\frac{1.3658}{0.5}=2.7316$$
Length of hydraulic jumps (L)
The length of hydraulic jump is experimentally found to be 5 to 7 times the height of the hydraulic jump.
It range of 4.329 m to 6.0606 m.