Steady uniform
Non-steady non-uniform
Non-steady uniform
Steady non-uniform
D. Steady non-uniform
Less than unity
Unity
Between 1 and 6
More than 6
Up-thrust
Buoyancy
Center of pressure
All the above are correct
The direction and magnitude of the velocity at all points are identical
The velocity of successive fluid particles, at any point, is the same at successive periods of time
Velocity, depth, pressure, etc. change from point to point in the fluid flow.
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
1 Pa
91 Pa
981 Pa
9810 Pa
Is uniform flow
Is steady uniform flow
Takes place in straight lines
Involves zero transverse component of flow
Directly proportional to (radius)2
Inversely proportional to (radius)2
Directly proportional to (radius)4
Inversely proportional to (radius)4
Centroid of the volume of fluid vertically above the body
Centre of the volume of floating body
Center of gravity of any submerged body
Centroid of the displaced volume of fluid
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
Gauge pressure
Absolute pressure
Positive gauge pressure
Vacuum pressure
Equal to
Directly proportional
Inversely proportional
None of these
Local atmospheric pressure depends upon elevation of locality only
Standard atmospheric pressure is the mean local atmospheric pressure a* sea level
Local atmospheric pressure is always below standard atmospheric pressure
A barometer reads the difference between local and standard atmospheric pressure
Centre of pressure
Centre of gravity
Centre of buoyancy
Metacentre
Centre of gravity of the floating body and the centre of buoyancy
Centre of gravity of the floating body and the metacentre
Metacentre and centre of buoyancy
Original centre of buoyancy and new centre of buoyancy
Q = Cd × a × 2gh
Q = (2/3). Cd × a × h
Q = (Cd × a)/√(2gh)
Q = (3Cd × a)/√(2h)
(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
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Pressure
Flow
Velocity
Discharge
Adhesion
Cohesion
Surface tension
Viscosity
2.4 m
3.0 m
4.0 m
5.0 m
Open channel/pipe flow
Compressibility of fluids
Conservation of mass
Steady/unsteady flow
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
K.ρ
K/ρ
ρ/K
None of these
Steady
Unsteady
Laminar
Vortex
w × Q × H
w × Q × hf
w × Q (H - hf)
w × Q (H + hf)
Vertical line
Horizontal line
Inclined line with flow downward
In any direction and in any location
At the Centroid
Above the Centroid
Below the Centroid
At metacentre
Running full
Running free
Partially running full
Partially running free
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
Free
Partially
Full
None of these
Inertia
Gravity
Viscous
None of these