Discussion :: Hydraulics
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In a circular pipe of length L and diameter d, a viscous liquid is flowing with a velocity v. The loss in head, is
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A.
\( \frac { 16 } { Re } \) x \(\frac { 4L} { d } \) x \(\frac { V^2 } { 2g } \) |
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B.
\( \frac { 16 } { Re } \) x \(\frac { L} { d } \) x \(\frac { V^2 } { 2g } \) |
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C.
Re \(\frac { L^2 } { d } \) x \(\frac { V } { 2g } \) |
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D.
\(\frac { ReL } { g^2 } \) x \(\frac { V^2 } { 2g } \) |
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E.
none of these. |
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Answer : Option A
Explanation :
No answer description available for this question
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