This solution details the calculation of the channel slope using Manning's equation for an open rectangular channel.
The flow rate ($Q$) is defined as the product of the cross-sectional area ($A$) and the flow velocity ($V$):
Given $Q = 2 \text{ m}^3/\text{s}$ and $V = 1 \text{ m/s}$, the area ($A$) is calculated as:
For a rectangular channel, the area is given by $A = B \times D$, where $B$ is the width and $D$ is the depth.
The problem states that the depth is one-half of the width, so $D = 0.5 B$. Substituting this relationship into the area formula:
Using the calculated area $A = 2 \text{ m}^2$:
The corresponding depth ($D$) is:
The wetted perimeter ($P$) for a rectangular channel is the sum of the channel width and twice the depth: $P = B + 2D$.
The hydraulic radius ($R_h$) is defined as the ratio of the cross-sectional area to the wetted perimeter:
Manning's equation for flow velocity ($V$) in an open channel is:
where $n$ is Manning's roughness coefficient and $S$ is the channel slope.
Rearranging the equation to solve for the slope ($S$):
Substitute the given values: $V = 1$ m/s, $n = 0.02$, and $R_h = 0.5$ m:
First, calculate $(0.5)^{2/3} \approx 0.630$. Then, substitute this value:
The calculated slope ($S$) is a decimal value. To express it as a percentage, multiply by 100:
Rounded off to 2 decimal places, the channel slope is 0.10%.
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