Energy
Work
Mass
Length
D. Length
Meta centre should be above e.g.
Centre of buoyancy and e.g. must lie on same vertical plane
A righting couple should be formed
All of the above
Metacentre
Center of pressure
Center of buoyancy
Center of gravity
Minimum
Maximum
Zero
Could be any value
Pressure force
Elastic force
Gravity force
Viscous force
Cohesion pressure is negligible
Cohesion pressure is decreased
Cohesion pressure is increased
There is no cohesion pressure
Weir
Notch
Orifice
None of these
103 kN/m2
10.3 m of water
760 mm of mercury
All of these
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Steady uniform flow
Steady non-uniform flow
Unsteady uniform flow
Unsteady non-uniform flow
Gravitational force is equal to the up-thrust of the liquid
Gravitational force is less than the up-thrust of the liquid
Gravitational force is more than the up-thrust of the liquid
None of the above
Metres² per sec
kg sec/meter
Newton-sec per meter
Newton-sec² per meter
Does not change
Decreases
Increases
None of these
Acts in the plane of the interface normal to any line in the surface
Is also known as capillarity
Is a function of the curvature of the interface
Decreases with fall in temperature
Adhesion
Cohesion
Viscosity
Compressibility
(8/15) Cd. 2g. H
(8/15) Cd. 2g. H3/2
(8/15) Cd. 2g. H²
(8/15) Cd. 2g. H5/2
Circular
Square
Rectangular
Trapezoidal
1/RN
4/RN
16/RN
64/RN
Less than 2000
Between 2000 and 4000
More than 4000
Less than 4000
Length of both the pipes is same
Diameter of both the pipes is same
Loss of head and discharge of both the pipes is same
Loss of head and velocity of flow in both the pipes is same
Gas law
Boyle's law
Charles law
Pascal's law
N-m/s
N-s/m2
m2/s
N-m
2gH
H × √(2g)
2g × √H
√(2gh)
4μvl/wd²
8μvl/wd²
16μvl/wd²
32μvl/wd²
Adhesion
Cohesion
Surface tension
Viscosity
Reynold's number
Froude's number
Weber's number
Mach number
Less than
More than
Equal to
None of these
The fluid is non - viscous, homogeneous and incompressible
The velocity of flow is uniform over the section
The flow is continuous, steady and along the stream line
All of the above
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
Water surface
Center of pressure
Center of gravity
Center of buoyancy
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