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Irrigation Engineering Practice Test: Spillways, Energy Dissipators and Spillway Gates
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Spillways are hydraulic structures that divert excess water from a reservoir after it has reached its maximum capacity. Energy dissipators are structures that reduce the energy of water flow after it passes through a spillway.  Here are some types of spillways: Chute spillway: A spillway that carries surplus water from upstream to downstream through a steeply sloped open channel. It's usually built at the end of a dam or separately in a natural saddle in the riverbank. Chute spillways are useful for gully head control and can be used for drops of up to 5–6 meters. Ogee spillway: Allows for... Show more
Irrigation Engineering Practice Test: Spillways, Energy Dissipators and Spillway Gates
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25 Questions

1. What is the approximate percentage of light reinforcement that is provided in the top of the reinforced concrete slabs at the base?
2. What is the value of abutment contraction coefficient for square abutment with headwall perpendicular to the direction of flow?
3. The formation of hydraulic jump at the foot of a spillway is one of the common methods of energy dissipation because ______________________
4. Which of the following stilling basin help in stabilizing the flow and improve the jump performance?
5. A ski-jump bucket is also known as _____________________
6. Whenever the slope of chute changes from steeper to milder ____________________ curve shall be provided.
7. What is Bazin’s profile?
8. A troublesome and oscillating hydraulic jump is normally met in cases of _____________
9. If a flood enters a dam reservoir at F.R.L, the efficiency of its ogee spillway will ______________
10. When the Froude number is in the range of 2.5 to 4.5, the jump is ____________________
11. Which of the following spillway is designed in India by Ganesh Iyer?
12. In the vertical Stoney spillway gate, the rollers are placed between the ______________
13. The allowable maximum negative head on an average is equal to __________
14. What is the value of the pier abutment coefficient for pointed nose piers?
15. Which of the following helps in dissipating the residual energy and to reduce the length of the jump or the basin?
16. When the tail-water depths in the river downstream of a spillway are quite low such that the tail-water curve at all discharges lies below the post jump depth curve, then the energy dissipation can be affected best by ___________________
17. The crest of a siphon spillway is fixed at ________________
18. The spillway which can be called as an overflow spillway is essentially ___________________
19. The discharge passing over an ogee spillway per unit length of its apex line is proportional ___________________
20. When the TWC lies below the JHC at all discharges, the problem can be solved by which of the following provisions?
i. Constructing a sloping apron above the river bed
ii. Provision of roller bucket type of energy dissipator
iii. Provision of a ski-jump bucket
iv. A sloping apron below the river bed
v. Construction of a subsidiary dam
vi. A sloping apron partly above and partly below the river bed
21. ________________ are used only for very minor works.
22. The most common vertical lift gates in modern days is _________________
23. If the upstream face of the spillway is kept vertical, the crest shape should also confirm to the lower nappe of an inclined sharp-crested weir.
24. Standard USBR stilling basin-II is useful for energy dissipation at the bottom of the overflow structure, if the approaching Froude number is ________________
25. For a saddle siphon, the maximum operative head is 4.53 m. The width and height of the throat of the siphon are 5 m and 2.25 m respectively. The coefficient of discharge is 0.90. How many units are required to pass a flood of 350 cumecs? (Assume g = 10 m/s2)