Up-thrust
Reaction
Buoyancy
Metacentre
C. Buoyancy
Same as
Lower than
Higher than
None of these
Sub-sonic velocity
Super-sonic velocity
Lower critical velocity
Higher critical velocity
Is uniform flow
Is steady uniform flow
Takes place in straight lines
Involves zero transverse component of flow
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t
Velocity of flow in an open channel
Depth of flow in an open channel
Hydraulic jump
Depth of channel
0° C
0° K
4° C
100° C
A × M × m1/2 × i2/3
A × M × m2/3 × i1/2
A1/2 × M2/3 × m × i
A2/3 × M1/3 × m × i
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
Atmospheric pressure
Gauge pressure
Absolute pressure
Mean pressure
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Is steady
Is one dimensional
Velocity is uniform at all the cross sections
All of the above
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
Fluids are capable of flowing
Fluids conform to the shape of the containing vessels
When in equilibrium, fluids cannot sustain tangential forces
When in equilibrium, fluids can sustain shear forces
200 kg/m3
400 kg/m3
600 kg/m3
800 kg/m3
Surface tension
Compressibility
Capillarity
Viscosity
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)
Neutral
Stable
Unstable
None of these
Remain same
Increases
Decreases
Shows erratic behaviour
10-2 m2/s
10-3 m2/s
10-4 m2/s
10-6 m2/s
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
w
wh
w/h
h/w
100 litres
250 litres
500 litres
1000 litres
Gauge pressure
Absolute pressure
Positive gauge pressure
Vacuum pressure
Steady
Unsteady
Uniform
Laminar
Same
Higher
Lower
Lower/higher depending on weight of body
0.83
0.6
0.4
0.3
C.G. of body
Center of pressure
Center of buoyancy
Metacentre
Velocity of flow at the required point in a pipe
Pressure difference between two points in a pipe
Total pressure of liquid flowing in a pipe
Discharge through a pipe
At the inlet
At the outlet
At the summit
At any point between inlet and outlet
N-m/s2
N-s/m2
Poise
Stoke