1.

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» C. D = 2.22 Q


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