The city of Englewood, Colorado, diverts water for municipal use from the South Platte River at elevation $1610 \mathrm{m}$ $[54] .$ The water is pumped to storage reservoirs at $1620-\mathrm{m}$ elevation. The inside diameter of the steel water line is 68.5 $\mathrm{cm} ;$ its length is $1770 \mathrm{m} .$ The facility is designed for an initial capacity (flow rate) of $3200 \mathrm{m}^{3} / \mathrm{hr},$ with an ultimate capacity of $3900 \mathrm{m}^{3} / \mathrm{hr} .$ 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.