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Bibliography 229

Elevation, ft Hazen-Williams C for all pipes is 130. Pipe diameters and
Reservoir 50 lengths are as follows:
W 200 600 gpm
X 250 Pipe d (in.) L (ft)
Y 200 X
Z 250 WX 10 10,000
Water W
P 700 gpm XY 6 12,000
reservoir Y
WZ 10 10,000
500 gpm ZY 6 11,000
Z
PW 16 40,000
500 gpm
Compute the flow in each pipe using an accuracy of 20 gpm.
Figure 6.39 Water Network for Problem 6.23

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