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Hydraulics
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Question
For uniform flow in canals
Options
A. there is a balance between the frictional loss and drop in elevation of the channel
B. bed and free water surfaces of a channel are parallel to each other
C. bed of channel represents the hydraulic gradient
D. all the above.
Correct Answer
all the above.
Hydraulics problems
Search Results
1. To measure very low pressure, we use
Options
A. barometers
B. piezometers
C. manometers
D. differential manometers.
Show Answer
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Discuss
Correct Answer: manometers
2. The ratio of the maximum height to which a jet inclined through ? rises to its total horizontal span is
Options
A.
sin ?
B.
cos ?
C.
tan ?
D.
cot ?.
Show Answer
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Correct Answer:
tan ?
3. The flow in open channel is said to be critical if the Froude number is :
Options
A. less than 1.0
B. equal to 1.0
C. greater than 1.0
D. None of these.
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Correct Answer: equal to 1.0
4. Pick up the correct statement regarding convergent divergent mouth piece from the following :
Options
A. It converges upto Venacontracta and then diverges
B. In this mouth piece there is no loss of energy due to sudden enlargement
C. The coefficient of discharge is unity
D. All the above.
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Correct Answer: All the above.
5. To ensure that water does not rise more than 100 cm above the crest, for a discharge of 5.00 m
3
/sec, the length of water will be
Options
A. 2.48 m
B. 2.49 m
C. 2.50 m
D. 2.51 m.
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Correct Answer: 2.49 m
6. One metric slug is equal to
Options
A. 1 kg wt
B. 9.81 kg wt
C. 9.81 kg mass
D. 0.98 kg wt.
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Correct Answer: 9.81 kg mass
7. Practical fluids possess
Options
A. viscosity
B. surface tension
C. compressibility
D. all the above.
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Correct Answer: all the above.
8. An ideal fluid
Options
A. is frictionless and incompressible
B. obeys Newton's law of velocity
C. is similar to gas
D. is very viscous.
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Correct Answer: is frictionless and incompressible
9. With a clinging nappe of a weir, the excess discharge, is
Options
A. 6% to 7%
B. 8% to 10%
C. 18% to 20%
D. 25% to 30%
E. 30% to 40%.
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Correct Answer: 25% to 30%
10. In case of laminar flow through a circular pipe,
Options
A. momentum correction factor is 1.33
B. energy correction factor is 2.00
C. both (a) and (b)
D. Neither (a) nor (b).
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Correct Answer: both (a) and (b)
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