This problem requires calculating the channel conveyance based on the given discharge and bed slope. The units requested ($m^3 s^{-1}$) suggest using the relationship $Q = K \sqrt{S}$, where $K$ represents conveyance.
The relationship between discharge ($Q$), conveyance ($K$), and bed slope ($S$) in open channel flow is given by:
$ Q = K \sqrt{S} $
To find the conveyance ($K$) in the specified units ($m^3 s^{-1}$), we rearrange the formula:
$ K = \frac{Q}{\sqrt{S}} $
Substitute the given values:
$ K = \frac{60 \text{ m}^3 \text{ s}^{-1}}{\sqrt{0.0001}} $
Calculate the square root of the slope:
$ \sqrt{0.0001} = 0.01 $
Perform the division:
$ K = \frac{60}{0.01} \text{ m}^3 \text{ s}^{-1} $
$ K = 6000 \text{ m}^3 \text{ s}^{-1} $
The conveyance of the channel, calculated using the provided discharge and slope, is $6000 \text{ m}^3 \text{ s}^{-1}$.
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The Francis formula for the discharge over cippoletti weir is