Pressure
Discharge
Velocity
Volume
B. Discharge
Shear stress to shear strain
Increase in volume to the viscosity of fluid
Increase in pressure to the volumetric strain
Critical velocity to the viscosity of fluid
Same as
Less than
More than
None of these
(8/15) Cd. 2g. H
(8/15) Cd. 2g. H3/2
(8/15) Cd. 2g. H²
(8/15) Cd. 2g. H5/2
0.62
0.76
0.84
0.97
The liquid particles at all sections have the same velocities
The liquid particles at different sections have different velocities
The quantity of liquid flowing per second is constant
Each liquid particle has a definite path
Negligible
Same as buoyant force
Zero
None of the above
dQ/Q = 3/2 × (dH/H)
dQ/Q = 2 × (dH/H)
dQ/Q = 5/2 × (dH/H)
dQ/Q = 3 × (dH/H)
A compressible
An incompressible
Both A and B
None of these
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Metres² per sec
kg sec/meter
Newton-sec per meter
Newton-sec² per meter
It is the best liquid
The height of barometer will be less
Its vapour pressure is so low that it may be neglected
Both (B) and (C)
Critical point
Vena contracta
Stagnation point
None of these
0.384 Cd × L × H1/2
0.384 Cd × L × H3/2
1.71 Cd × L × H1/2
1.71 Cd × L × H3/2
Equal to
One-third
Two-third
Three-fourth
Absolute pressure
Velocity of fluid
Flow
Rotation
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
Free
Partially
Full
None of these
The horizontal component of the hydrostatic force on any surface is equal to the normal force on the vertical projection of the surface
The horizontal component acts through the center of pressure for the vertical projection
The vertical component of the hydrostatic force on any surface is equal to the weight of the volume of the liquid above the area
The vertical component passes through the center of pressure of the volume
Pressure head
Velocity head
Pressure head + velocity head
Pressure head - velocity head
Unity
Greater than unity
Greater than 2
Greater than 4
Shear stress and the rate of angular distortion
Shear stress and viscosity
Shear stress, velocity and viscosity
Pressure, velocity and viscosity
Friction loss and flow
Length and diameter
Flow and length
Friction factor and diameter
Narrow crested weir
Broad crested weir
Ogee weir
Submerged weir
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Head of water (h)
h²
V/T
h/2
Newton's law of motion
Newton's law of cooling
Newton's law of viscosity
Newton's law of resistance
2 meters of water column
3 meters of water column
5 meters of water column
6 meters of water Column
Concave
Convex
Plane
None of these
Moving
Viscous
Viscous and static
Viscous and moving
One dimensional flow
Uniform flow
Steady flow
Turbulent flow