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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

co-efficient of viscosity
surface tension
osmosis
viscosity

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Hydraulics & Fluid Mechanics
An object having 10 kg mass weighs 9.81kg on a spring balance. The value of ‘g’ at this place is

10m/sec²
9.81 m/sec²
10.2/m sec
9.75 m/sec²

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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)

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

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Hydraulics & Fluid Mechanics
To avoid vaporisation in the pipe line, the pipe line over the ridge is laid such that it is not more than

2.4 m above the hydraulic gradient
5.0 above the hydraulic gradient
6.4 m above the hydraulic gradient
10.0 m above the hydraulic gradient

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Hydraulics & Fluid Mechanics
The resultant of all normal pressures acts

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

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Hydraulics & Fluid Mechanics
The Prartdtl mixing length is

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

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