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Question

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).

Problem Analysis:

  • Given: Flow rate ($Q$) = 15 m$^3$/s, Channel width ($B$) = 5 m, Gravity ($g$) = 9.81 m/s$^2$.
  • Objective: Calculate the critical velocity ($V_c$) for the flow.
  • The correct answer lies between 3.025 m/s and 3.125 m/s.

Calculating Critical Velocity

For a rectangular channel, the critical velocity ($V_c$) can be calculated using the formula derived from the Froude number condition ($Fr = 1$). The formula relates critical velocity directly to the flow rate per unit width ($q$) and gravity ($g$):

$V_c = \sqrt[3]{g q}$

Where:

  • $q$ is the flow rate per unit width.
  • $q = \frac{Q}{B}

Step 1: Calculate Flow Rate per Unit Width ($q$)

First, find the flow rate per unit width ($q$) by dividing the total flow rate ($Q$) by the channel width ($B$):

$q = \frac{15 \text{ m}^3/\text{s}}{5 \text{ m}} = 3 \text{ m}^2/\text{s}$

Step 2: Calculate Critical Velocity ($V_c$)

Now, substitute the values of $g$ and $q$ into the critical velocity formula:

$V_c = \sqrt[3]{g q}$

$V_c = \sqrt[3]{(9.81 \text{ m/s}^2) \times (3 \text{ m}^2/\text{s})}$

$V_c = \sqrt[3]{29.43 \text{ m}^3/\text{s}^3}$

$V_c \approx 3.0885 \text{ m/s}$

Step 3: Rounding the Result

Rounding the calculated critical velocity to three decimal places:

$V_c \approx 3.089 \text{ m/s}$

This value falls within the specified range of 3.025 to 3.125 m/s.

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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. A Hydraulic Jump is said to be Oscillating Jump if its Froude number is ________.

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

  5. The Cippoleti weir is a ______ weir.

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