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Hydraulics & Fluid Mechanics

Hydraulics & Fluid Mechanics
When a body floating in a liquid, is displaced slightly, it oscillates about

e.g. of body
metacentre
center of buoyancy
center of pressure

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

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Hydraulics & Fluid Mechanics
The discharge through a V- notch varies as

H5/2
H1/2
H5’4 where H is head.
H3’2

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Hydraulics & Fluid Mechanics
Specific weight of sea water is more that of pure water because it contains

suspended matter
dissolved air
All of these
dissolved salt

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Hydraulics & Fluid Mechanics
Two pipe systems are said to be equivalent when

length and diameter are same in two systems
friction factor and length are same in two systems
length of pipe and discharge are same in two systems
head loss and discharge are same in two systems

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Hydraulics & Fluid Mechanics
The resultant of all normal pressures acts

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

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