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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)

wH2/4
wH
wH2/2
wH/2

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Hydraulics and Fluid Mechanics in ME
Units of surface tension are

energy/unit area
both of the above
distance
it has no units

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Hydraulics and Fluid Mechanics in ME
A model of a reservior is drained in 4 mts by opening the sluice gate. The model scale is 1: 225. How long should it take to empty the prototype ?

4 x V225 minutes
4 minutes
4 (225)1/3 minutes
4 x (225)3/2 minutes

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Hydraulics and Fluid Mechanics in ME
Two pipe systems can be said to be equivalent, when the following quantites are same

friction loss and flow
friction factor and diameter
flow and length
length and diameter

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Hydraulics and Fluid Mechanics in ME
The critical depth for a channel is given by (where q = Unit discharge (discharge per unit width) through the channel)

(q³/g)1/4
(q/g)1/2
(q⁴/g)1/5
(q²/g)1/3

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Hydraulics and Fluid Mechanics in ME
The discharge through a reaction turbine with increase in unit speed

Remain unaffected
First increases and then decreases
Decreases
Increases

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