A concrete tunnel (n = 0.013) with a semicircular cross section (radius = 1.0 ft) flows full

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A concrete tunnel (n = 0.013) with a semicircular cross section (radius = 1.0 ft) flows full with a discharge of 15 cfs (ft3/sec). What is the head loss in 1,200 ft? Can you verify your results with computer software?

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Fundamentals Of Hydraulic Engineering Systems

ISBN: 978-0136016380

4th Edition

Authors: Robert J. Houghtalen, A. Osman H. Akan, Ned H. C. Hwang

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Question Posted: Apr 26, 2016 07:57 AM

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A concrete tunnel (n = 0.013) with a semicircular cross section (radius = 1.0 ft) flows full

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Need to use the Manning eqn in its original form Q VA 1486nAR ...View the full answer

Fundamentals Of Hydraulic Engineering Systems

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