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Question

In a rectangular open channel, the flow is critical, and the flow depth is $2 \text{ m}$. Select the correct statement(s)

Critical Flow Analysis in Rectangular Channel

The problem involves a rectangular open channel where the flow is critical, and the flow depth ($y$) is given as $2$ m. We need to determine the correct statements regarding the specific energy ($E$) and the Froude number ($Fr$).

Understanding Critical Flow Conditions

Critical flow in an open channel occurs when the Froude number is exactly $1.0$. This condition signifies a unique state where, for a given discharge, the specific energy is at its minimum value.

  • Froude Number ($Fr$): For a rectangular channel, $Fr = \frac{V}{\sqrt{gy}}$, where $V$ is the flow velocity and $g$ is the acceleration due to gravity. At critical flow, $Fr = 1$.
  • Specific Energy ($E$): For a rectangular channel, $E = y + \frac{V^2}{2g}$.

Calculating Froude Number

The definition of critical flow directly implies the value of the Froude number.

  • Given that the flow is critical, by definition: $Fr = 1.0$

Therefore, the statement "Froude number is $1.0$" is correct.

Calculating Specific Energy at Critical Flow

At critical flow ($Fr = 1$), the relationship $V^2 = gy$ holds true. We can substitute this into the specific energy equation.

  1. The specific energy equation is $E = y + \frac{V^2}{2g}$.
  2. Substitute $V^2 = gy$ (for critical flow): $E_{crit} = y + \frac{gy}{2g}$
  3. Simplify the expression: $E_{crit} = y + \frac{y}{2} = \frac{3}{2} y$
  4. Given the flow depth $y = 2$ m: $E_{crit} = \frac{3}{2} \times (2 \text{ m})$
  5. Calculate the specific energy: $E_{crit} = 3 \text{ m}$

Therefore, the statement "Specific energy for the flow is $3.0 \text{ m}$" is correct.

Conclusion

Based on the analysis, the correct statements are:

  • Specific energy for the flow is $3.0 \text{ m}$.
  • Froude number is $1.0$.

These correspond to options A and C.

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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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