1. A sluice gate is used to control and measure the discharge in an open channel. When the upstream and downstream water depths are 1.0 m and 0.2 m respectively, calculate the discharge in the channel (0.81 m/s/m width] 2. A rectangular concrete-lined channel of width 2.5 m and depth 0.5 m has a slope of 1 in 2000. If the Manning's n value is 0.015, calculate the discharge. discharge using the Chezy equation with C = 70. Try calculating the (0.94m/s].

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CCB 343 –HYDRAULICS
Tutorial Questions, February 2021
1. A sluice gate is used to control and measure the discharge in an open channel. When the
upstream and downstream water depths are 1.0 m and 0.2 m respectively, calculate the
discharge in the channel
[0.81 m'/s/m width]
2. A rectangular concrete-lined channel of width 2.5 m and depth 0.5 m has a slope of 1 in
Try calculating the
[0.94m/s].
2000. If the Manning's n value is 0.015, calculate the discharge.
discharge using the Chezy equation with C = 70.
3. A hydraulic jump is to be formed in a channel carrying a discharge of 0.8 m/s/m width
of channel with a depth of flow of 0.25 m. Calculate the depth required downstream to
create the jump.
[0.61 m]
4. A river is 30 m wide and has a rectangular shape. At a bridge location the flow width is
restricted to 25 m by the piers of the bridge and the river bed is approximately horizontal.
Describe the flow which obtains underneath the bridge with minimum upstream depth
when a flood of 450 m/s flows in the river
5. A rectangular channel 4 m wide is narrowed to 2 m width to cause critical flow in the
contracted section. If the depth in this section is 1 m, calculate the flow and depth in the
4m section, neglecting energy losses in the transition. Sketch the energy line and the
water surface
[y-1.44 m]
6. A 3.6 m wide rectangular channel carries water to a depth of 1.8 m. In order to measure
the discharge, the channel width is reduces to 2.4 m and a hump of 0.30 m height is
provided in the bottom. Calculate the discharge if water surface in the contracted section
drops by 0.15 m. Assume no losses.
(Q-6.418 m³/s]
Transcribed Image Text:CCB 343 –HYDRAULICS Tutorial Questions, February 2021 1. A sluice gate is used to control and measure the discharge in an open channel. When the upstream and downstream water depths are 1.0 m and 0.2 m respectively, calculate the discharge in the channel [0.81 m'/s/m width] 2. A rectangular concrete-lined channel of width 2.5 m and depth 0.5 m has a slope of 1 in Try calculating the [0.94m/s]. 2000. If the Manning's n value is 0.015, calculate the discharge. discharge using the Chezy equation with C = 70. 3. A hydraulic jump is to be formed in a channel carrying a discharge of 0.8 m/s/m width of channel with a depth of flow of 0.25 m. Calculate the depth required downstream to create the jump. [0.61 m] 4. A river is 30 m wide and has a rectangular shape. At a bridge location the flow width is restricted to 25 m by the piers of the bridge and the river bed is approximately horizontal. Describe the flow which obtains underneath the bridge with minimum upstream depth when a flood of 450 m/s flows in the river 5. A rectangular channel 4 m wide is narrowed to 2 m width to cause critical flow in the contracted section. If the depth in this section is 1 m, calculate the flow and depth in the 4m section, neglecting energy losses in the transition. Sketch the energy line and the water surface [y-1.44 m] 6. A 3.6 m wide rectangular channel carries water to a depth of 1.8 m. In order to measure the discharge, the channel width is reduces to 2.4 m and a hump of 0.30 m height is provided in the bottom. Calculate the discharge if water surface in the contracted section drops by 0.15 m. Assume no losses. (Q-6.418 m³/s]
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