Water for the sprinkler system at a lakeside summer home is to be drawn from the adjacent lake. The home is located on a bluff $33 \mathrm{m}$ above the lake surface. The pump is located on level ground $3 \mathrm{m}$ above the lake surface. The sprinkler system requires $40 \mathrm{L} / \mathrm{min}$ at $300 \mathrm{kPa}$ (gage). The piping system is to be 2 -cm-diameter galvanized iron. The inlet section (between the lake and pump inlet) includes a reentrant inlet, one standard $45^{\circ}$ elbow, one standard $90^{\circ}$ elbow, and $20 \mathrm{m}$ of pipe. The discharge section (between the pump outlet and the sprinkler connection) includes two standard $45^{\circ}$ elbows and $45 \mathrm{m}$ of pipe. Evaluate the head loss on the suction side of the pump. Calculate the gage pressure at the pump inlet. Determine the hydraulic power requirement of the pump. If the pipe diameter were increased to $4 \mathrm{cm} .$ would the power requirement of the pump increase, decrease, or stay the same? What difference would it make if the pump were located halfway up the hill?