Cohesion
Adhesion
Viscosity
Surface tension
D. Surface tension
Less than
More than
Equal to
None of these
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Measure the velocity of a flowing liquid
Measure the pressure of a flowing liquid
Measure the discharge of liquid flowing in a pipe
Measure the pressure difference of liquid flowing between two points in a pipe line
1000 N/m3
10000 N/m3
9.81 × 103 N/m3
9.81 × 10⁶ N/m3
Centre of gravity
Centre of pressure
Metacentre
Centre of buoyancy
Z + p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z - p/w - v²/2g = constant
0.417 H5/2
1.417 H5/2
4.171 H5/2
7.141 H5/2
4.1 s
5.2 s
10.4 s
14.1 s
Sill or crest
Nappe or vein
Orifice
None of these
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
The nature of the liquid and the solid
The material which exists above the free surface of the liquid
Both of die above
Any one of the above
Its depth is twice the breadth
Its breadth is twice the depth
Its depth is thrice the breadth
Its breadth is thrice the depth
π w ω² r²/4g
π w ω² r³/4g
π w ω² r⁴/4g
π w ω² r²/2g
Equal to
One-fourth
One-third
One-half
Supersonics, as with projectile and jet propulsion
Full immersion or completely enclosed flow, as with pipes, aircraft wings, nozzles etc.
Simultaneous motion through two fluids where there is a surface of discontinuity, gravity forces, and wave making effect as with ship's hulls
All of the above
Resistance to shear stress is small
Fluid pressure is zero
Linear deformation is small
Only normal stresses can exist
Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
Plus
Minus
Divide
None of these
Viscosity
Air resistance
Surface tension forces
Atmospheric pressure
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
d = (D⁵/8fl)1/2
d = (D⁵/8fl)1/3
d = (D⁵/8fl)1/4
d = (D⁵/8fl)1/5
Less than twice
More than twice
Less than three times
More than three times
Equal to
Less than
More than
None of these
The direction and magnitude of the velocity at all points are identical
The velocity of successive fluid particles, at any point, is the same at successive periods of time
The magnitude and direction of the velocity do not change from point to point in the fluid
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
5 mm
10 mm
20 mm
30 mm
Critical velocity
Velocity of approach
Sub-sonic velocity
Super-sonic velocity
Same
Higher
Lower
Lower/higher depending on weight of body
Triangular
Rectangular
Square
Trapezoidal
Increases
Decreases
Remain constant
Increases first up to certain limit and then decreases
The head loss for all the pipes is same
The total discharge is equal to the sum of discharges in the various pipes
The total head loss is the sum of head losses in the various pipes
Both (A) and (B)