Discussion :: Hydraulics and Fluid Mechanics
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The length AB of a pipe ABC in which the liquid is flowing has diameter (d1) and is suddenly contracted to diameter (d2) at B which is constant for the length BC. The loss of head due to sudden contraction, assuming coefficient of contraction as 0.62, is
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A.
\(\frac { v_1 ^2} { 2g } \) |
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B.
\(\frac { v_2 ^2} { 2g } \) |
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C.
\(\frac { 0.5 v_1 ^2} { 2g } \) |
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D.
\(\frac { 0.375 v_2^2} { 2g } \) |
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Answer : Option D
Explanation :
No answer description available for this question.
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