The structure which is not used in a shaft spillway is ________________ Options: A . &nbsptunnel B . &nbspbridge C . &nbspradial gates D . &nbspradial piers

The structure which is not used in a shaft spillway is _______________

Question

The structure which is not used in a shaft spillway is ________________

Options:

A . tunnel

B . bridge

C . radial gates

D . radial piers

Answer: Option C
Answer: (c).radial gates

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Question 1. 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 ....a flood of 350 cumecs? (Assume g = 10 m/s2)

Question 2. A siphon spillway in a concrete gravity dam is in the shape of ________________....

Question 3. The energy dissipation at the toe of the spillway is affected basically by the use of hydraulic jump in ________________....affected basically by the use of hydraulic jump in _______________________

Question 4. When the tail-water depths in the river downstream of a spillway are quite low such that the tail-water curve at all dis....then the energy dissipation can be affected best by ___________________

Question 5. The most ideal condition for energy dissipation in the design of spillways is the one when the tail-water rating curve c....curve coincides with the jump rating curve at all discharge.

Question 6. The device which does not help in energy dissipation at the bottom of a hydraulic structure over which water spills is _....of a hydraulic structure over which water spills is ________________

Question 7. A sloping apron is provided partly above the river bed and partly below the river bed in case of _______________________....and partly below the river bed in case of ____________________________

Question 8. A troublesome and oscillating hydraulic jump is normally met in cases of _____________....

Question 9. When the TWC lies below the JHC at all discharges, the problem can be solved by which of the following provisions? i. C....sloping apron partly above and partly below the river bed

Question 10. A very steady and stable hydraulic jump is usually formed in the flows involving the approaching Froude number in the ra....involving the approaching Froude number in the range of _____________________

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