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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. ________________ are used only for very minor works.
2. The Froude number of a hydraulic jump is 5.5. The jump can be classified as ____________
3. An air vent is provided at FRL to break the siphoning action at that level in a ___________________
4. According to US Army Corps, the u/s profile of ogee spillway extends up to _______________
5. Which of the following stilling basin is applicable to only rectangular cross-sections?
6. _____________________ are suitable only for low spillways or weirs.
7. A very steady and stable hydraulic jump is usually formed in the flows involving the approaching Froude number in the range of _____________________
8. In the functioning of an ogee spillway, the operating head ______________________
9. 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.
10. In the vertical Stoney spillway gate, the rollers are placed between the ______________
11. The only spillway among the following through which the discharge does not increase as fast as it increases in all others is _________________
12. A shaft spillway is located _______________________
13. What is the expected solution for the case when the T.W.C is lying above the J.H.C curve at all discharges?
14. The surplus reservoir water after spilling over the crest of the spillway flows on the chute is __________________
15. The safety valve of a dam is its __________________
16. The percentage of energy dissipation in a hydraulic jump increases with the increase in the Froude number.
17. The velocity of approach has found to be negligible effect upon discharge if ____________
18. A siphon spillway is sufficiently independent of the water surface elevation of the reservoir.
19. When the gated sluices are provided through the body of the dam spillway then the ogee spillway structure shall normally be of Corbel type.
20. When the Froude number is in the range of 2.5 to 4.5, the jump is ____________________
21. The portion of a chute spillway which is known as its control structure is ________________
22. If the head of the water over the spillway is less than the design head, then ________________
23. Calculate the freeboard for the top levels of the side walls if the mean velocity of water in the chute reach is 3.5 m/s and the mean depth of water in the chute reach under consideration is 4.7 m.
24. Morning glory is the _____________________________
25. The formation of hydraulic jump at the foot of a spillway is one of the common methods of energy dissipation because ______________________