Civil Engineering - Water Supply Engineering - Discussion

Discussion Forum : Water Supply Engineering - Section 7 (Q.No. 19)

Water Supply Engineering

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

D = 0.22 Q

D = 1.22 Q

D = 2.22 Q

D = 3.22 Q

D = 1.33 Q.

Answer: Option

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