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Hydraulics problems
1. The thickness of a sharp crested weir is kept less than
Options
A. one-third of the height of water on the sill
B. one-half of the height of water on the sill
C. one-fourth of the height of water on the sill
D. two-third of the height of water on the sill
E. none of these.
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Correct Answer: one-half of the height of water on the sill
2. An ideal flow of a liquid obeys
Options
A. Continuity equation
B. Newton's law of viscosity
C. Newton's second law of motion
D. dynamic viscosity law,
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Correct Answer: Continuity equation
3. A pipe consisting of several pipes of varying diameters and lengths, may be replaced by an equivalent pipe of diameter
D
of length
Options
A.
B.
C.
D.
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Correct Answer:
4. The shear stress distribution in viscous fluid through a circular pipe is :
Options
A. maximum at the centre
B. maximum at the inside of surface
C. same throughout the section
D. none of these.
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Correct Answer: same throughout the section
5. When two layers of a fluid separated by
dy
move over the other with a difference of velocity
dv
, causes a shearing stress
, where ? is known as
Options
A. coefficient of viscosity
B. absolute viscosity
C. dynamic viscosity
D. viscosity
E. all the above.
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Correct Answer: all the above.
6. The time required to close a valve gradually is (where
L
is the length of pipe and
C
= velocity of pressure wave)
Options
A.
B. ?
C. >
D. <
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Correct Answer: >
7. The diameter (
d
) of a nozzle fixed at the end of a pipe (diameter
D
, length
L
) for maximum energy, is
Options
A.
B.
C.
D.
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Correct Answer:
8. Reynold number is the ratio of initial force and
Options
A. viscosity
B. elasticity
C. gravitational force
D. surface tension.
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Correct Answer: viscosity
9. The momentum correction factor (?) for the viscous flow through a circular pipe is
Options
A. 1.25
B. 1.33
C. 1.50
D. 1.66
E. 2.00
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Correct Answer: 1.33
10. If the total head of the nozzle of a pipe is 37.5 m and discharge is 1 cumec, the power generated is
Options
A. 400 H.P.
B. 450 H.P.
C. 500 H.P.
D. 550 H.P.
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Correct Answer: 500 H.P.
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