Instead of finding the critical depth first, this can be solved in one shot using a combined relation for a rectangular channel. At critical flow, $V_c = \sqrt{g y_c}$ and $y_c = (q^2/g)^{1/3}$; substituting one into the other gives the compact formula $V_c = (g q)^{1/3}$, where $q$ is the discharge per unit width. Here $q = Q/B = 15/5 = 3\ \text{m}^2/\text{s}$, so $V_c = (9.81 \times 3)^{1/3} = (29.43)^{1/3}$. Taking the cube root, $(29.43)^{1/3} \approx 3.087\ \text{m/s}$, since $3.087^3 \approx 29.42$, which matches closely. This single-formula route avoids computing the critical depth as an intermediate step and lands on the same numerical answer, confirming the result is consistent.
\[\boxed{V_c \approx 3.087\ \text{m/s}}\]A compound symmetrical open channel section as shown in the figure has a maximum of critical depth(s).

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).