Civil Engineering - Water Supply Engineering - Discussion

19. 

For calculation of economical diameter D of a pipe in metres for a discharge Q to be pumped in cumecs, Lea suggested the empirical formula

[A]. D = 0.22 Q
[B]. D = 1.22 Q
[C]. D = 2.22 Q
[D]. D = 3.22 Q
[E]. D = 1.33 Q.

Answer: Option B

Explanation:

No answer description available for this question.

Post your comments here:

Name *:

Email   : (optional)

» Your comments will be displayed only after manual approval.