Gradually Varied Flow in Wide Rectangular Channels MCQ

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• If the velocity of flow through a wide rectangular channel is 2m⁄s and the rate of change of depth is 3×10-5m, calculate the manning’s constant of the channel if the uniform flow depth is 1m and yn=0.6m. Given: Critical depth = 0.5m.
  ক

  0.38×10-3

  খ

  1.38×10-3

  গ

  2.38×10-3

  ঘ

  3.38×10-3
• For a wide rectangular channel y>>B.
  ক

  True

  খ

  False
• Calculate the critical depth of a wide rectangular channel section if the normal depth and yn are 3.2m and 2.5m respectively. Given: dy/dx=3×10-4 m and S0=1/2000.
  ক

  0.29m

  খ

  1.29m

  গ

  2.29m

  ঘ

  3.29m
• If the ratio of GVF depth to normal depth and the ratio of critical depth to normal are equal to 0.5, calculate the rate of change of depth if the bed slope of the channel is 1 in 1300.
  ক

  5.96×-4m

  খ

  6.96×-4m

  গ

  7.96×-4m

  ঘ

  8.96×-4m
• If dy/dx=3×10-4 m and the ratio of bed slope and slope of energy line is 0.7, calculate the value of slope of energy line if the uniform flow depth is 1.6m, critical depth is 1.2m.
  ক

  5.25×10-4

  খ

  6.25×10-4

  গ

  7.2510-4

  ঘ

  8.25×10-4
• Which of the following expressions is true?
  ক

  \(\frac{dy}{dx} = S_0 \frac{((\frac{y}{y_n})^3-1)}{1-(\frac{y}{y_c})^3}\)

  খ

  \(\frac{dy}{dx} = S_0 \frac{(1-(\frac{y}{y_n})^3)}{1-(\frac{y}{y_c})^3}\)

  গ

  \(\frac{dy}{dx} = S_0 \frac{(1-(\frac{y_n}{y})^3)}{1-(\frac{y}{y_c})^3}\)

  ঘ

  \(\frac{dy}{dx} = S_0 \frac{(\frac{y_n}{y})-1}{1-(\frac{y}{y_c})^3}\)
• If y = 2m and velocity of flow is 2.5m⁄s, calculate the critical depth.
  ক

  0.36m

  খ

  1.36m

  গ

  2.36m

  ঘ

  3.36m
• The value of slope of energy line of a wide rectangular channel is 3×10-4 and the bed slope of the channel is 1 in 1500 using chezy’s equation, calculate the uniform flow depth if the depth during GVF is 2m.
  ক

  1.61m

  খ

  2.61m

  গ

  3.61m

  ঘ

  4.61m
• The slope of the energy line of a wide rectangular channel is 4×10-5 and the bed slope of the channel is 1 in 1200 using manning’s equation, calculate the depth in GVF if the uniform depth of flow is 1.5m.
  ক

  0.5m

  খ

  0.6m

  গ

  0.7m

  ঘ

  0.8m
• Which of the following equations is true considering Manning’s equation?
  ক

  \(\frac{S_f}{S_0} = (\frac{y_n}{y})^{\frac{10}{3}}\)

  খ

  \(\frac{S_f}{S_0} = (\frac{y}{y_n})^{\frac{10}{3}}\)

  গ

  \(\frac{S_0}{S_f} = (\frac{y}{y_n})^{\frac{10}{3}}\)

  ঘ

  \(\frac{S_0}{S_f} = (\frac{y_n}{y})^{\frac{10}{3}}\)
• Which of the following equations is true considering Chezy’s equation?
  ক

  \(\frac{S_0}{S_f} = (\frac{y_n}{y})^3\)

  খ

  \(\frac{S_0}{S_f} = (\frac{y}{y_n})^3\)

  গ

  \(\frac{S_f}{S_0} = (\frac{y_n}{y})^3\)

  ঘ

  \(\frac{S_f}{S_0} = (\frac{y_n}{y})^3\)
• Calculate the rate of change of depth of a wide rectangular channel having uniform flow depth of 2m and the depth during GVF is 1.5m. Given:yc=1m, S0=1 in 1500.
  ক

  1.4×10-4m

  খ

  2.4×10-4m

  গ

  3.4×10-4m

  ঘ

  4.4×10-4m
• Which of the following equations is true for a wide rectangular channel?
  ক

  \(\frac{dy}{dx} = S_0 \frac{(1-(\frac{y}{y_n})^3)}{1-(\frac{y}{y_c})^3}\)

  খ

  \(\frac{dy}{dx} = S_0 \frac{(1-(\frac{y}{y_n})^3)}{1-(\frac{y_c}{y})^3}\)

  গ

  \(\frac{dy}{dx} = S_0 \frac{(1-(\frac{y_n}{y})^3)}{1-(\frac{y_c}{y})^3}\)

  ঘ

  \(\frac{dy}{dx} = S_0 \frac{(1-(\frac{y_n}{y})^3)}{1-(\frac{y}{y_c})^3}\)
• What is the hydraulic radius for a wide rectangular channel section?
  ক

  3y

  খ

  2y

  গ

  y

  ঘ

  y/2