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Pump Selection for a Non-Pressurized System -Single Family Residence Project <br /> 859 Terrace Dr / Scotts Mills, OR <br /> Parameters <br /> Discharge Assembly Size 1.25 inches <br /> 300 <br /> Transport Length 130 feet <br /> Transport Pipe Class 40 <br /> Transport Line Size 1.25 inches <br /> Distributing Valve Model None <br /> Max Elevation Lift 12 feet <br /> Design Flow Rate 10 gpm 250 <br /> Flow Meter None inches <br /> 'Add-on'Friction Losses 0 feet <br /> Calculations <br /> Transport Velocity 2.2 fps 200 <br /> Frictional Head Losses u. <br /> Loss through Discharge 0.7 feet = <br /> Loss in Transport 1.9 feet H <br /> Loss through Valve 0.0 feet <br /> co <br /> Loss through Flowmeter 0.0 feet 2 150 <br /> 'Add-on'Friction Losses 0.0 feet <br /> E <br /> Pipe Volumes co <br /> Vol of Transport Line 10.1 gals <br /> IPF3005i <br /> To <br /> O <br /> Minimum Pump Requirements 100 <br /> Design Flow Rate 10.0 gpm <br /> Total Dynamic Head 14.6 feet <br /> 50 <br /> 00 5 10 15 20 25 30 35 40 <br /> Net Discharge (gpm) <br /> PumpData Legend <br /> PF3005 High Head Effluent Pump System Curve: <br /> 30 GPM,1/2HP <br /> 115/233V 10 60Hz,20W 3060Hz Pump Curve: <br /> . <br /> Pump Optimal Range. <br /> Operating Point° <br /> Design Point° <br /> Orenco Systems' <br /> Incorporated <br /> Changing the Way the <br /> Wald Does Wastewater' <br />