When its meatcentric height is zero
When the metacentre is above C.G.
When its e.g. is below its center of buoyancy
Metacentre has nothing to do with position of e.g. for determining stability
B. When the metacentre is above C.G.
Avoid the tendency of breaking away the stream of liquid
To minimise frictional losses
Both (A) and (B)
None of these
Neutral
Stable
Unstable
None of these
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
The magnitude and direction of the velocity do not change from point to point in the fluid
The fluid particles move in plane or parallel planes and the streamline patterns are identical in each plane
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
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Directly proportional to density of fluid
Inversely proportional to density of fluid
Directly proportional to (density)1/2 of fluid
Inversely proportional to (density)1/2 of fluid
Remain unaffected
Increases
Decreases
None of these
Tension at the base
Overturning of the wall or dam
Sliding of the wall or dam
All of these
Cohesion
Adhesion
Viscosity
Surface tension
Concave
Convex
Plane
None of these
Head of water (h)
h²
V/T
h/2
Pressure of liquid
Discharge of liquid
Pressure difference between two points in a channel
Pressure difference between two points in a pipe
(8/15) Cd. 2g. H
(8/15) Cd. 2g. H3/2
(8/15) Cd. 2g. H²
(8/15) Cd. 2g. H5/2
Red wood
Say bolt
Engler
Orsat
Tensile stress
Compressive stress
Shear stress
Bending stress
Velocity of liquid
Atmospheric pressure
Pressure in pipes and channels
Difference of pressure between two points in a pipe
Decrease
Increase
Remain unchanged
Depend upon the characteristics of liquid
2100
2700
10,000
21,000
Narrow crested weir
Broad crested weir
Ogee weir
Submerged weir
Increase in viscosity of gas
Increase in viscosity of liquid
Decrease in viscosity of gas
Decrease in viscosity of liquid
Critical flow
Turbulent flow
Tranquil flow
Torrential flow
Viscosity of a fluid is that property which determines the amount of its resistance to a shearing force
Viscosity is due primarily to interaction between fluid molecules
Viscosity of liquids decreases with increase in temperature
Viscosity of liquids is appreciably affected by change in pressure
Supersonics, as with projectiles 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 force, and wave making effects, as with ship's hulls
All of the above
Atmospheric pressure
Pressure in pipes and channels
Pressure in Venturimeter
Difference of pressures between two points in a pipe
Sub-sonic flow
Sonic flow
Super-sonic flow
Hyper-sonic flow
Mach number
Froude number
Reynoldss number
Weber's number
Half the depth
Half the breadth
Twice the depth
Twice the breadth
(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
Real fluid
Ideal fluid
Newtonian fluid
Non-Newtonian fluid
Incompressible
Viscous and incompressible
Inviscous and compressible
Inviscous and incompressible