The city of Englewood, Colorado, diverts water for
municipal use from the South Platte River at elevation 1610 m
[54]. The water is pumped to storage reservoirs at 1620-m
elevation. The inside diameter of the steel water line is 68.5
cm; its length is 1770 m. The facility is designed for an initial
capacity (flow rate) of 3200 m3
/hr, with an ultimate capacity of
3900 m3
/hr. Calculate and plot the system resistance curve.
Ignore entrance losses. Specify an appropriate pumping system. Estimate the pumping power required for steady-state
operation, at both the initial and ultimate flow rates.
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