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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
One liter of water occupies a volume of

1000 cm3
100 cm3
500 cm3
250 cm3

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Hydraulics and Fluid Mechanics in ME
For hydro-dynamically smooth boundary, the friction coefficient for turbulent flow is

constant
dependent only on Reynolds number
a function of Reynolds number and relative roughness
dependent on relative roughness only

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Hydraulics and Fluid Mechanics in ME
The Newton's law of resistance is based on the assumption that the

Planes of the body are completely smooth
Fluid particles do not exert any influence on one another
Space around the body is completely filled with the fluid
All of these

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Hydraulics and Fluid Mechanics in ME
If Hg is the gross or total head and hf is the head lost due to friction, then net or effective head (H) is given by

H = Hg/hf
H = Hg × hf
H = Hg + hf
H = Hg - hf

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Hydraulics and Fluid Mechanics in ME
The boundary layer thickness at a distance of l m from the leading edge of a flat plate, kept at zero angle of incidence to the flow direction, is O.l cm. The velocity outside the boundary layer is 25 ml sec. The boundary layer thickness at a distance of 4 m is (Assume that boundary layer is entirely laminar)

0.05 cm
0.40 cm
0.10 cm
0.20 cm

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Hydraulics and Fluid Mechanics in ME
A fluid having no viscosity is known as

Newtonian fluid
Real fluid
Ideal fluid
Non-Newtonian fluid

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