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Hydraulics and Fluid Mechanics in ME

Hydraulics and Fluid Mechanics in ME
The distance y from pipe boundary, at which the point velocity is equal to average velocity for turbulent flow, is (where R is radius of pipe)

0.423 R
0.223 R
0.707 R
0.577 R

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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
According to Bernoulli's equation

Z - p/w - v²/2g = constant
Z - p/w + v²/2g = constant
Z + p/w - v²/2g = constant
Z + p/w + v²/2g = constant

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Hydraulics and Fluid Mechanics in ME
The maximum discharge over a broad crested weir is

0.384 Cd × L × H1/2
1.71 Cd × L × H3/2
1.71 Cd × L × H1/2
0.384 Cd × L × H3/2

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Hydraulics and Fluid Mechanics in ME
The stress-strain relation of the Newtonian fluid is

Inverse type
Hyperbolic
Parabolic
Linear

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

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

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