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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
wH/2
wH2/2

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

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Hydraulics and Fluid Mechanics in ME
Which of the following pump is suitable for small discharge and high heads?

Axial flow pump
Reciprocating pump
Centrifugal pump
Mixed flow pump

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Hydraulics and Fluid Mechanics in ME
A weir, generally, used as a spillway of a dam is

Ogee weir
Narrow crested weir
Broad crested weir
Submerged weir

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Hydraulics and Fluid Mechanics in ME
The units of kinematic viscosity are

metres² per sec
kg sec/meter
newton-sec per meter
newton-sec per meter

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Hydraulics and Fluid Mechanics in ME
When a piping system is made up primarily of vertical lift and very little pipe friction, the pump characteristics should be

First rise and then fall
Steep
Nearly horizontal
Horizontal

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