At the same mean velocity, the ratio of head loss per unit length for a sewer pipe flowing full to that for the same pipe flowing half full would be :-A-2.0B-1.63C-1.00D-0.61-B-1.63

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APTITUDE CRACK · Accepted Answer

B 1.63 hl = fL(16Q^2)/2g(3.14^2)Xd^5 in terms of discharge. for half flow it will be 8Q^2, So, it will be 16/8 =2, A is the correct answer.

GATE Exam Questions - Engineering

At the same mean velocity, the ratio of head loss per unit length for a sewer pipe flowing full to that for the same pipe flowing half full would be :

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GATE Exam Questions - Engineering

At the same mean velocity, the ratio of head loss per unit length for a sewer pipe flowing full to that for the same pipe flowing half full would be :

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For help Students Orientation Mcqs Questions

For help Students Orientation
Mcqs Questions