0.384 Cd × L × H1/2
0.384 Cd × L × H3/2
1.71 Cd × L × H1/2
1.71 Cd × L × H3/2
D. 1.71 Cd × L × H3/2
Steady
Streamline
Turbulent
Unsteady
Real
Ideal
Newtonian
Non-Newtonian
Decreases
Increases
Remain same
None of these
w
wh
w/h
h/w
Constant
Variable
Zero
Zero under limiting conditions
Viscosity
Air resistance
Surface tension forces
Atmospheric pressure
When its meatcentric height is zero
When the metacentre is above C.G.
When its e.g. is below its center of buoyancy
Metacentre has nothing to do with position of e.g. for determining stability
Inversely proportional to H3/2
Directly proportional to H3/2
Inversely proportional to H5/2
Directly proportional to H5/2
Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid
Vacuum pressure
Gauge pressure
Absolute pressure
Atmospheric pressure
dQ/Q = (1/2) × (dH/H)
dQ/Q = (3/4) × (dH/H)
dQ/Q = (dH/H)
dQ/Q = (3/2) × (dH/H)
(q/g)1/2
(q²/g)1/3
(q³/g)1/4
(q⁴/g)1/5
Venturimeter
Orifice plate
Pitot tube
Rotameter
Steady uniform
Non-steady non-uniform
Non-steady uniform
Steady non-uniform
Resistance to shear stress is small
Fluid pressure is zero
Linear deformation is small
Only normal stresses can exist
Higher than the surface of liquid
The same as the surface of liquid
Lower than the surface of liquid
Unpredictable
Pascal's law
Dalton's law of partial pressure
Newton's law of viscosity
Avogadro's hypothesis
h
wh
w/h
h/w
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
Up-thrust
Buoyancy
Center of pressure
All the above are correct
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
Gauge pressure + atmospheric pressure
Gauge pressure - atmospheric pressure
Atmospheric pressure - gauge pressure
Gauge pressure - vacuum pressure
Maximum at the centre and minimum near the walls
Minimum at the centre and maximum near the walls
Zero at the centre and maximum near the walls
Maximum at the centre and zero near the walls
The center of buoyancy is located at the center of gravity of the displaced liquid
For stability of a submerged body, the center of gravity of body must lie directly below the center of buoyancy
If C.G. and center of buoyancy coincide, the submerged body must lie at neutral equilibrium for all positions
All floating bodies are stable
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t
Critical point
Vena contracta
Stagnation point
None of these
Volumetric strain
Volumetric index
Compressibility
Adhesion
Specific weight
Mass density
Specific gravity
None of these
Sum
Difference
Arithmetic mean
Geometric mean
Surface tension
Cohesion of the liquid
Adhesion of the liquid molecules and the molecules on the surface of a solid
All of the above