This problem requires finding the conveyance factor ($K$) for a trapezoidal channel. Given the specific discharge ($Q$) and the bed slope ($S$), we can directly calculate the conveyance factor associated with this flow condition. The bottom width, side slope, and Manning's roughness coefficient are implicitly accounted for in the given discharge value for the specified slope.
The relationship between discharge ($Q$), conveyance factor ($K$), and uniform flow bed slope ($S$) is given by:
$Q = K \sqrt{S}$
To find the conveyance ($K$), we rearrange the formula:
$K = \frac{Q}{\sqrt{S}}$
$\sqrt{S} = \sqrt{0.01} = 0.1$
$K = \frac{5\text{ m}^3\text{.s}^{-1}}{0.1}$
$K = 50\text{ m}^3\text{.s}^{-1}$
The calculated conveyance of the channel is $50\text{ m}^3\text{.s}^{-1}$. This matches Option D.
A Hydraulic Jump is said to be Oscillating Jump if its Froude number is ________.
The Francis formula for the discharge over cippoletti weir is
The Cippoleti weir is a ______ weir.