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Mechanical Engineering :: Hydraulics and Fluid Mechanics
In case of flow through parallel pipes,
A.
the head loss for all the pipes is same
B.
the total discharge is equal to the sum of discharges in the various pipes
C.
the total head loss is the sum of head losses in the various pipes
D.
Answer : Option D
Explanation :
No answer description available for this question.
The flow at critical depth in an open channel is called torrential flow.
Answer : Option B
Explanation :
No answer description available for this question.
The torque required to overcome viscous resistance of a footstep bearing is (where μ = Viscosity of the oil, N = Speed of the shaft, R = Radius of the shaft, and t = Thickness of the oil film)
Answer : Option D
Explanation :
No answer description available for this question.
Coefficient of velocity is defined as the ratio of
A.
actual velocity of jet at vena contracta to the theoretical velocity
B.
area of jet at vena contracta to the area of orifice
C.
actual discharge through an orifice to the theoretical discharge
D.
Answer : Option A
Explanation :
No answer description available for this question.
A differential manometer is used to measure
A.
B.
pressure in pipes and channels
C.
D.
difference of pressures between two points in a pipe
Answer : Option D
Explanation :
No answer description available for this question.
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