Step 1: Recall condition for critical flow.
Critical flow occurs when the Froude number $Fr = 1$:
\[
Fr = \frac{V}{\sqrt{g D}} = 1,
\]
where $V =$ velocity, $D =$ hydraulic depth $= \dfrac{A}{T}$.
Step 2: Express velocity.
\[
V = \frac{Q}{A}.
\]
Step 3: Substitute in Froude number.
\[
\frac{Q}{A} = \sqrt{g \cdot \frac{A}{T}}.
\]
\[
\frac{Q^2}{A^2} = \frac{g A}{T}.
\]
\[
\frac{Q^2 T}{g A^3} = 1.
\]
Step 4: Conclusion.
Thus, the correct expression is $\left(\dfrac{Q^2 T}{g A^3}\right) = 1$.
A hydraulic jump occurs in an open channel when the slope of the channel changes from ___________.
Consider flow in a long and very wide rectangular open channel. Width of the channel can be considered as infinity compared to the depth of flow. Uniform flow depth is 1.0 m. The bed slope of the channel is 0.0001. The Manning roughness coefficient value is 0.02. Acceleration due to gravity, \( g \), can be taken as 9.81 m/s\(^2\).
The critical depth (in m) corresponding to the flow rate resulting from the above conditions is ________ (round off to one decimal place).
A compound symmetrical open channel section as shown in the figure has a maximum of critical depth(s).

The critical flow condition in a channel is given by [Note: $\alpha$ – kinetic energy correction factor; $Q$ – discharge; $A_c$ – cross-sectional area of flow at critical flow condition; $T_c$ – top width of flow at critical flow condition; $g$ – acceleration due to gravity]