The metacentre should lie above the center of gravity
The center of buoyancy and the center of gravity must lie on the same vertical line
A righting couple should be formed
All the above are correct
D. All the above are correct
(μπ²N/60t) × (R₁ - R₂)
(μπ²N/60t) × (R₁² - R₂²)
(μπ²N/60t) × (R₁³ - R₂³)
(μπ²N/60t) × (R₁⁴ - R₂⁴)
0.1 N-s/m2
1 N-s/m2
10 N-s/m2
100 N-s/m2
Does not change
Increases
Decreases
None of these
Gas law
Boyle's law
Charles law
Pascal's law
Actual velocity of jet at vena contracta to the theoretical velocity
Area of jet at vena contracta to the area of orifice
Actual discharge through an orifice to the theoretical discharge
None of the above
(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
Internal
External
Both A and B
None of these
Specific weight
Specific mass
Specific gravity
Specific density
(v₁ - v₂)²/g
(v₁² - v₂²)/g
(v₁ - v₂)²/2g
(v₁² - v₂²)/2g
N/m
N/m2
N/m3
N-m
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
103 kN/m2
10.3 m of water
760 mm of mercury
All of these
In a compressible flow, the volume of the flowing liquid changes during the flow
A flow, in which the volume of the flowing liquid does not change, is called incompressible flow
When the particles rotate about their own axes while flowing, the flow is said to be rotational flow
All of the above
Cohesion pressure is negligible
Cohesion pressure is decreased
Cohesion pressure is increased
There is no cohesion pressure
Real
Ideal
Newtonian
Non-Newtonian
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)
The size of orifice is large
The velocity of flow is large
The available head of liquid is more than 5 times the height of orifice
The available head of liquid is less than 5 times the height of orifice
Inertia force
Viscous force
Gravity force
Pressure force
The pressure below the nappe is atmospheric
The pressure below the nappe is negative
The pressure above the nappe is atmospheric
The pressure above the nappe is negative
Any weight, floating or immersed in a liquid, is acted upon by a buoyant force
Buoyant force is equal to the weight of the liquid displaced
The point through which buoyant force acts, is called the center of buoyancy
Center of buoyancy is located above the center of gravity of the displaced liquid
Equal to
Less than
More than
None of these
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Less than unity
Unity
Between 1 and 6
More than 6
9,000 kg
13,500 kg
18,000 kg
27,000 kg
Wake
Drag
Lift
Boundary layer
v²/2g
0.5v²/2g
0.375v²/2g
0.75v²/2g
Width of channel at the top is equal to twice the width at the bottom
Depth of channel is equal to the width at the bottom
The sloping side is equal to half the width at the top
The sloping side is equal to the width at the bottom
Density of liquid
Specific gravity of liquid
Compressibility of liquid
Surface tension of liquid
Equal to
Double
Three to four times
Five to six times
Reynold's number
Froude's number
Mach number
Euler's number