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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The water pressure per metre length on a vertical masonry wall of dam is (where w = Specific weight of the liquid, and H = Height of the liquid)

wH2/2
wH/2
wH2/4
wH

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Hydraulics and Fluid Mechanics in ME
The unit power developed by a turbine is (where P = Power developed by the turbine under a head of water (H).

P/ √H
P/ H²
P/ H3/2
P/ H

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Hydraulics and Fluid Mechanics in ME
A venturi-flume is used to measure

Pressure difference between two points in a pipe
Pressure of liquid
Discharge of liquid
Pressure difference between two points in a channel

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Hydraulics and Fluid Mechanics in ME
A vertically immersed surface is shown in the below figure. The distance of its centre of pressure from the water surface is

(d²/12 x̅) + x̅
b²/12 + x̅
(bd²/12) + x̅
d²/12 + x̅

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Hydraulics and Fluid Mechanics in ME
If the depth of water in an open channel is less than the critical depth, the flow is called

Tranquil flow
Critical flow
Torrential flow
Turbulent flow

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Hydraulics and Fluid Mechanics in ME
Reynold's number is the ratio of inertia force to

Gravity force
Pressure force
Viscous force
Elastic force

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