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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
The peoperty by virtue of which a liquid opposes relative motion between its different layers is called

osmosis
co-efficient of viscosity
viscosity
surface tension

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Hydraulics & Fluid Mechanics
The resultant of all normal pressures acts

at e.g. of body
at metacentre
vertically upwards
at center of pressure

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Hydraulics & Fluid Mechanics
The Prartdtl mixing length is

None of these
zero at the pipe wall
maximum at the pipe wall
independent of shear stress

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Hydraulics & Fluid Mechanics
The discharge of a liquid of kinematic viscosity 4 cm²/sec through a 8 cm dia-meter pipe is 3200n cm7sec. The type of flow expected is

TRANSITION FLOW
TURBULENT FLOW
NOT PREDICTABLE FROM THE GIVEN DATA
LAMINAR FLOW

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Hydraulics & Fluid Mechanics
The distance from pipe boundary, at which the turbulent shear stress is one-third die wall shear stress, is (where R is the radius of pipe)

2/3 R
1/2 R
3/4 R
1/3 R

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Hydraulics & Fluid Mechanics
Operation of McLeod gauge used for low pressure measurement is based on the principle of

Charle’s law
Boyle’s law
Pascal’s law
gas law

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