An equivalent pipe is treated as an ordinary pipe for all calculations
The length of an equivalent pipe is equal to that of a compound pipe
The discharge through an equivalent pipe is equal to that of a compound pipe
The diameter of an equivalent pipe is equal to that of a compound pipe
D. The diameter of an equivalent pipe is equal to that of a compound pipe
p = T × r
p = T/r
p = T/2r
p = 2T/r
Equal to
One-half
Three fourth
Double
Vertical upward force through e.g. of body and center line of body
Buoyant force and the center line of body
Midpoint between e.g. and center of buoyancy
All of the above
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Surface tension of water
Compressibility of water
Capillarity of water
Viscosity of water
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
9,000 kg
13,500 kg
18,000 kg
27,000 kg
Below the center of gravity
Below the center of buoyancy
Above the center of buoyancy
Above the center of gravity
More
Less
Same
More or less depending on size of glass tube
Venturimeter
Orifice plate
Pitot tube
Rotameter
Remains horizontal
Becomes curved
Falls on the front end
Falls on the back end
One dimensional flow
Uniform flow
Steady flow
Turbulent flow
Inertia
Gravity
Viscous
None of these
Steady uniform
Non-steady non-uniform
Non-steady uniform
Steady non-uniform
Directly proportional to the area of the vessel containing liquid
Directly proportional to the depth of liquid from the surface
Directly proportional to the length of the vessel containing liquid
Inversely proportional to the depth of liquid from the surface
N-m/s2
N-s/m2
Poise
Stoke
Is steady
Is one dimensional
Velocity is uniform at all the cross sections
All of the above
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
2 metres of water column
3 metres of water column
3.5 metres of water column
4 m of water column
One
Two
Three
Four
Z + p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z - p/w - v²/2g = constant
At C.G. of body
At center of pressure
Vertically upwards
At metacentre
At the inlet
At the outlet
At the summit
At any point between inlet and outlet
A × √(m × i)
C × √(m × i)
AC × √(m × i)
mi × √(A × C)
Same as
Less than
More than
None of these
Smooth and streamline flow
Laminar flow
Steady flow
Highly turbulent flow
2A × √H₁/Cd × a × √(2g)
2A × √H₂/Cd × a × √(2g)
2A × (√H₁ - √H₂)/Cd × a × √(2g)
2A × (√H3/2 - √H3/2)/Cd × a × √(2g)
1 Pa
91 Pa
981 Pa
9810 Pa
25 kN/ m²
245 kN/ m²
2500 kN/m²
2.5 kN/ m²
Does not change
Increases
Decreases
None of these