For Problem 4.4.10, use computer software and the Hazen-Williams equation instead of the DarcyWeisbach equation to solve
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Problem 4.4.10
Using computer software, determine the flow rate (water at l 0 °C) and head loss in each cast-iron pipe in the network shown in Figure P4.4.10. The demands on the system are currently at junctions C(0.030 m3/sec), D(0.250 m3/sec), and H(0.120 m3/sec). Water enters the system at junctions A(0.100 m3/sec) and F(0.300 m3/sec). The lengths and diameters of the pipes in the network are provided in the table below.
Figure P4.4.10
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Related Book For
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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