Q = Cd × bH₁ × √(2gh)
Q = Cd × bH2 × √(2gh)
Q = Cd × b (H2 - H1) × √(2gh)
Q = Cd × bH × √(2gh)
C. Q = Cd × b (H2 - H1) × √(2gh)
0.83
0.6
0.4
0.3
Surface tension
Compressibility
Capillarity
Viscosity
Sink to bottom
Float over fluid
Partly immersed
Be fully immersed with top surface at fluid surface
Higher
Lower
Same
Higher/lower depending on temperature
Higher than the surface of liquid
The same as the surface of liquid
Lower than the surface of liquid
Unpredictable
Force of adhesion
Force of cohesion
Force of friction
Force of diffusion
Centre of pressure
Centre of gravity
Centre of buoyancy
Metacentre
14π R1/2/15Cd × a √(2g)
14π R3/2/15Cd × a √(2g)
14π R5/2/15Cd × a √(2g)
14π R7/2/15Cd × a √(2g)
ML°T⁻²
ML°T
ML r²
ML²T²
μπ²NR/60t
μπ²NR²/60t
μπ²NR³/60t
μπ²NR⁴/60t
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
Steady uniform
Non-steady non-uniform
Non-steady uniform
Steady non-uniform
Steady
Unsteady
Both A and B
None of these
1.84 LH1/2
1.84 LH
1.84 LH3/2
1.84 LH5/2
Half the depth
Half the breadth
Twice the depth
Twice the breadth
At C.G. of body
At center of pressure
Vertically upwards
At metacentre
Less than unity
Unity
Between 1 and 6
None of these
Reynold's number
Froude's number
Weber's number
Euler's number
Higher
Lower
Same as
None of these
Increase in viscosity of gas
Increase in viscosity of liquid
Decrease in viscosity of gas
Decrease in viscosity of liquid
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Shear stress to shear strain
Increase in volume to the viscosity of fluid
Increase in pressure to the volumetric strain
Critical velocity to the viscosity of fluid
0.001
0.01
0.1
1
One-half
One-third
Two-third
None of these
Supersonics, as with projectile and jet propulsion
Full immersion or completely enclosed flow, as with pipes, aircraft wings, nozzles etc.
Simultaneous motion through two fluids where there is a surface of discontinuity, gravity forces, and wave making effect, as with ship's hulls
All of the above
dp/ρ + g.dz + v.dv = 0
dp/ρ - g.dz + v.dv = 0
ρ.dp + g.dz + v.dv = 0
ρ.dp - g.dz + v.dv = 0
Increases
Decreases
Remain unaffected
Unpredictable
Equal to
Directly proportional
Inversely proportional
None of these
Steady
Streamline
Turbulent
Unsteady
To control the pressure variations due to rapid changes in the pipe line flow
To eliminate water hammer possibilities
To regulate flow of water to turbines by providing necessary retarding head of water
All of the above