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
D. The vertical component passes through the center of pressure of the volume
N-m/s
N-s/m2
m2/s
N-m
Velocity of flow is very high
Discharge is difficult to measure
Mach number is between 1 and 6
None of these
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
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
π w ω² r²/4g
π w ω² r³/4g
π w ω² r⁴/4g
π w ω² r²/2g
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
N-m/s2
N-s/m2
Poise
Stoke
Meta center
Center of pressure
Center of buoyancy
Center of gravity
Ratio of inertial force to force due to viscosity
Ratio of inertial force to force due to gravitation
Ratio of inertial force to force due to surface tension
All the four ratios of inertial force to force due to viscosity, gravitation, surface tension, and elasticity
Less than
More than
Equal to
None of these
51 cm
50 cm
52 cm
52.2 cm
10 m/sec²
9.81 m/sec²
9.75 m/sec²
9 m/sec
Keeps on increasing
Keeps on decreasing
Remain constant
May increase/decrease
Increases
Decreases
Remain unaffected
Unpredictable
Less than
More than
Equal to
None of these
Specific gravity of liquids
Specific gravity of solids
Specific gravity of gases
Relative humidity
Maximum
Minimum
Zero
Nonzero and finite
Adhesion
Cohesion
Viscosity
Compressibility
dQ/Q = 3/2 × (dH/H)
dQ/Q = 2 × (dH/H)
dQ/Q = 5/2 × (dH/H)
dQ/Q = 3 × (dH/H)
Surface tension
Capillarity
Viscosity
Shear stress in fluids
Decrease
Increase
Remain unchanged
Depend upon the characteristics of liquid
Red wood
Say bolt
Engler
Orsat
2.4 m above the hydraulic gradient
6.4 m above the hydraulic gradient
10.0 m above the hydraulic gradient
5.0 above the hydraulic gradient
A × √(m × i)
C × √(m × i)
AC × √(m × i)
mi × √(A × C)
Submerged body
Volume of the floating body
Volume of the fluid vertically above the body
Displaced volume of the fluid
(2/3) × Cd (L - nH) × √(2gh)
(2/3) × Cd (L - 0.1nH) × √(2g) × H3/2
(2/3) × Cd (L - nH) × √(2g) × H²
(2/3) × Cd (L - nH) × √(2g) × H5/2
Surface tension
Cohesion of the liquid
Adhesion of the liquid molecules and the molecules on the surface of a solid
All of the above
2100
2700
10,000
21,000
103 kN/m2
10.3 m of water
760 mm of mercury
All of these
Pascal's law
Dalton's law of partial pressure
Newton's law of viscosity
Avogadro's hypothesis