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5. A horizontal pipe section 1000 feet long has a total energy loss of 26.2 feet. If the inside pipe diameter is 12 inches and
5. A horizontal pipe section 1000 feet long has a total energy loss of 26.2 feet. If the inside pipe diameter is 12 inches and the flow velocity is 10 ft/sec, what is the Darcy friction factor, f? Remember that the Darcy-Weisbach equationit can be used to calculate the major pressure and head loss due to friction in ducts, pipes, or tubes. (a) 0.0170 (b) 0.0080 (c) 0.0017 (d) 0.0002 (e) 0.0008
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