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Question

A flow rate of 2 m$^3$.s$^{-1}$ is to be carried out in an open channel at a velocity of 1 m.s$^{-1}$. The cross section of the channel is rectangular with depth equal to one-half of the width. Considering Manning's roughness coefficient (n) as 0.02, the slope of the channel, in %, is _________. (Rounded off to 2 decimal places)

Solution: Calculating Open Channel Slope

This solution details the calculation of the channel slope using Manning's equation for an open rectangular channel.

1. Determine Channel Area

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:

2. Calculate Channel Dimensions

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:

3. Calculate Wetted Perimeter and Hydraulic Radius

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:

4. Apply Manning's Equation to Find Slope

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:

5. Convert Slope to Percentage

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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Important Questions from Open Channel Flow

  1. A trapezoidal channel carries $5\text{ m}^3\text{.s}^{-1}$ of water under uniform flow condition. The channel has a bottom width of $2\text{ m}$, side slope of $2:1$ (horizontal: vertical), and a bed slope of $1\%$. If the Manning roughness coefficient is $0.03$, the conveyance of the channel, in $\text{m}^3\text{.s}^{-1}$, is
  2. Two rectangular channels, A and B, join to form a large rectangular channel, C. Each rectangular channel is lined with the same material and has the same bottom slope. The bottom widths of Channels A and B are $2\text{ m}$ and $1\text{ m}$, respectively. If the flow depth in each channel is $2\text{ m}$, the bottom width of Channel C (in m) is ________. (Rounded off to two decimal places)
  3. Water is flowing at the rate of 15 m$^3$/s through a rectangular channel of 5 m width.
    If the acceleration due to gravity ($g$) is 9.81 m/s$^2$, the critical velocity for the flow is ______ m/s (rounded off to three decimal places).
  4. A Hydraulic Jump is said to be Oscillating Jump if its Froude number is ________.

  5. The Francis formula for the discharge over cippoletti weir is

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