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‣
Hydraulics
Comments
Question
The dimensional formula of force is
Options
A. MLT
-2
B. M
-1
LT
2
C. ML
-2
T
D. M
-1
L
2
T
-2
E. none of these.
Correct Answer
MLT
-2
Hydraulics problems
Search Results
1. The flow is called rotational if its velocity normal to the plane of area is equal to
Options
A. angular velocity vector
B. twice the angular velocity vector
C. thrice the angular velocity vector
D. none of these.
Show Answer
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Discuss
Correct Answer: twice the angular velocity vector
2. Hydraulic grade line
Options
A. remains above the centre line of conduit
B. remains below the centre line of conduit
C. remains parallel to the centre line of conduit
D. may be above or below the centre line of conduit.
Show Answer
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Discuss
Correct Answer: may be above or below the centre line of conduit.
3. Energy equation is usually applicable to
Options
A. non-uniform flow
B. turbulent flow
C. laminar flow
D. steady flow.
Show Answer
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Discuss
Correct Answer: steady flow.
4. Flow of water in pipes of diameter more than 3 metres, can be measured by
Options
A. pitot tube
B. venturimeter
C. orifice plate
D. rotameter.
Show Answer
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Discuss
Correct Answer: rotameter.
5. For a most economical rectangular channel, the hydraulic mean depth, is equal to
Options
A. the depth of flow
B. half the depth of flow
C. one-third depth of flow
D. None of these.
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Discuss
Correct Answer: half the depth of flow
6. To avoid the tendency of separation of liquid flow, the most suitable ratio of the diameters of the throat and the pipe, is
Options
A. 1/4 to 1/8
B. 1/3 to 1/2
C. 1/2 to 3/4.
D. none of these.
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Discuss
Correct Answer: 1/3 to 1/2
7. Specific weight of sea water is more than that of pure water because of
Options
A. dissolved air
B. dissolved salts
C. suspended matter
D. all the above.
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Discuss
Correct Answer: all the above.
8. On a flow net diagram, the distance between two consecutive steam lines at two successive sections are 1 cm and 0.5 cm respectively. If the velocity at the first section is 1 m/sec, the velocity at the second is
Options
A. 1.0 m/sec
B. 0.5 m/sec
C. 2.0 m/sec
D. 2.5 m/sec
E. 3 m/sec.
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Correct Answer: 2.0 m/sec
9. Discharge with velocity of approach, over a rectangular weir is
Options
A.
C
d
x
L
x
2
g
[(
H
+
ha
)
3/2
+
ha
3/2
]
B.
C
d
x
L
x
2
g
[(
H
+
ha
)
3/2
-
ha
3/2
]
C.
C
d
x
L
x
2
g
[(
H
-
ha
)
3/2
+
ha
3/2
]
D.
C
d
x
L
x
2
g
[(
H
-
ha
)
3/2
-
ha
3/2
]
Show Answer
Scratch Pad
Discuss
Correct Answer:
C
d
x
L
x
2
g
[(
H
+
ha
)
3/2
-
ha
3/2
]
10. Hydraulic radius is equal to
Options
A. area divided by the square of wetted perimeter
B. area divided by wetted perimeter
C. wetted perimeter divided by area
D. square root of the area.
Show Answer
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Discuss
Correct Answer: area divided by wetted perimeter
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