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Irrigation Engineering Practice Test: Diversion Head Works, Hydraulic Jump Usefulness in Irrigation Structure
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Diversion Head Works, Hydraulic Jump Usefulness in Irrigation Structure topics include: Weir and barrage, gravity and non-gravity weirs, hydraulic jump, diversion head works and its components. Diversion headworks are structures built across rivers to divert water into irrigation canals. They have several functions, including: Raising water levels: Diversion headworks raise the water level on the upstream side of the river. This increases the commanded area. Regulating water supply: Diversion headworks regulate the amount of water that flows into canals. Controlling silt: Diversion... Show more
Irrigation Engineering Practice Test: Diversion Head Works, Hydraulic Jump Usefulness in Irrigation Structure
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25 Questions

1. In which type of weir energy dissipation takes place?
2. When the change in depth is large, then the jump is said to be direct jump.
3. When the weight of the weir balances the uplift pressure caused by the head of water seeping below the weir, it is called as ____________
4. Divide wall helps in concentrating scouring action.
5. How many assumptions are made for the derivation of momentum formula?
6. What number of causes is responsible for the failure of weirs?
7. What device is placed in front of head regulator for silt removal?
8. Depending on how many considerations the capacity of under sluices is fixed?
9. In order to find the proper location for the head works on the river, the river is divided into how many stages?
10. Which weir is now extensively used especially on pervious foundations?
11. The uplift pressure in non-gravity weir is resisted by the bending action.
12. What is the difference between a weir and a barrage?
13. How many river training works are needed on the canal head works?
14. The length of the jump is how times the height of the jump?
15. In gravity weir, the uplift pressure is due to the seepage of water.
16. Into how many groups the gravity weir is sub-divided?
17. Which weir is of recent origin and their design is based on modern concepts of sub-surface flow?
18. For the value of Froude number 9 the jump is said to be strong jump.
19. In what limits the slopes of the glacis are provided?
20. Head regulator helps in controlling the flow in the canal.
21. Which type of weir is of recent origin?
22. For what limits of Froude number, the jump is said to be weak jump?
23. Which type of weir is suitable for hard clay and consolidated gravel foundations?
24. On which surface the energy dissipation is less efficient?
25. What does the diagram represent?
The figure represents the plan of a fish ladder installed in the channel