Chapter 7 FLOW THROUGH PIPES
( d2 /4) d * 2 g hf = 4 f L v 2 2 g d It may be substituted for [v = Q / ( d2 /4)] in the last equation to get the head loss for a known discharge. ... Bitumen-lined Ductile Iron 0.03 Concrete-lined Ductile Iron 0.03 . Faculty Of Engineering at Shobra 2nd Year Civil - 2016 Fluid Mechanics, CVE 214 Dr. Alaa El-Hazek 53
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