Home > Fluid Mechanics > Quizzes > Fluid Mechanics Practice Test: Flow in Open Channels
Fluid Mechanics Practice Test: Flow in Open Channels
Fast practice, instant feedback. Timer auto-submits when time’s up.
Avg score: 33% Most missed: “Calculate the maximum discharge through a rectangular channel having depth 3m, b…”
Flow in Open Channels topics include: Channel flow types, chezys formula, geometrical properties of rectangular section, triangular and trapezoidal section, manning’s equation, most economic rectangular section, trapezoidal and circular section, specific energy and different channel sections. Open channel flow is the movement of a liquid with a free surface through a waterway, canal, or conduit. The liquid is usually water, and the air above the flow is at rest and at standard atmospheric pressure.  Open channel flow assumes that the pressure at the surface is constant and the hydraulic... Show more
Fluid Mechanics Practice Test: Flow in Open Channels
Time left 00:00
25 Questions

1. Estimate the section factor for a channel section having cross sectional area of 40m2 and hydraulic depth of 6m.
2. The section factor of a rectangular channel is 111.80m. The discharge and velocity of water are 250 m3⁄s and 5 m⁄s respectively. Calculate the hydraulic depth of the channel.
3. Calculate the hydraulic depth of a trapezoidal channel section having depth 4m, base of 5m and side slope 1H:2V.
4. Calculate the specific energy for a rectangular channel having depth 2m and width 3m. Given: Discharge (Q) = 8.78 m3/s.
5. Calculate the specific energy of a trapezoidal channel having depth 2m, base width of 5m and side slope of 1H:2V. Given : S0= 1/1000 and C = 50.
6. Calculate the hydraulic radius of a circular channel having depth 6m and radius 4m.
7. Estimate the discharge of water through a triangular channel having depth 3m, side slope1H:2V, the bed slope is 1 in 500 and C=60.
8. Calculate the side slope of a trapezoidal channel section having base 8m, depth 4m and the hydraulic radius is 2.36m.
9. Estimate the value of the manning’s constant for a fully running circular section having diameter of 8m and the value of Chezy’s constant is 50.
10. Estimate the wetted area of a triangular channel having a depth of 5m and the side slope is 2H:1V.
11. Let the top width of a rectangular channel be B and the depth be y, determine the hydraulic radius of the channel.
12. What is the Froude’s number for a channel having mean velocity 4.34 m/s and mean hydraulic depth of 3m?
13. Determine the depth of flow in case of maximum velocity when the radius of the channel is 2.2m.
14. Calculate the wetted perimeter of a triangular section having depth y and the side slope is Z.
15. The top width of a most economical trapezoidal channel section is 7m and the side slope of the channel is 1H:2V, determine the depth of the channel section.
16. The ratio between hydraulic radius and hydraulic depth of a triangular channel is 31/100, calculate the side slope of the channel.
17. What is the side slope for the most economic trapezoidal channel having depth y and base width B?
18. The hydraulic depth of a rectangular channel is 2m and its wetted area is 12m2. Estimate its hydraulic radius.
19. Calculate the Hydraulic Radius for a triangular channel having side slope 2H:4V and a depth of 3m.
20. The discharge through a trapezoidal channel is 245.06m3⁄s and the bed slope is 1 in 1000. Calculate the value of the wetted area if the hydraulic radius is 2.26m. Manning’s roughness co efficient = 0.008.
21. Calculate the maximum discharge through a trapezoidal channel if the wetted perimeter is 6.24m, side slope of 1H:2V and base width of 4m. Given: C=55 and S0=1/1500.
22. The base width of a most economical rectangular channel is 8m, calculate the hydraulic radius of the channel,
23. What is the value of the θ in case of most economical circular channel section?
24. The top width of a trapezoidal channel is 12m, the bottom width of the channel is 6m and the side slope is 1H:2V, calculate the wetted perimeter.
25. The flow characteristics of a channel does not change with time at any point. What type of flow is it?