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• Pump Selection for a Pressurized System -Single Family Residence Proje "'; -'; + fi cordom rd JUL 0 6 2018 "`` • Parameters Discharge Assembly Size 1.50 Inches 160 I - I MAR Transport Length 25 feet f BUIL 31N G 10. t 11 Transport Pipe Class 40 I I)UM Transport Line Size 1.50 inches • Distributing Va Iva Mo del None 140 Max Elevation Lift 7 feet I Manifold Length 10 feet 1 Manifold Pipe Class 40 j I Manifold Pipe Size 1.25 inches .- i Number of Laterals per Cell 3 120 I Lateral Length 70 feet I 1 I Lateral Pipe Class 40 Lateral Pipe Size 1.25 inches 1 Orifice Size 1/8 inches m Orifice Spacing 2 feet IT. 100 J Residual Head 5 feet 2 I. Flow Meter None inches III- 'Add-on' Add on'Friction Losses 0 feet • 4. + CD Calculations o 80 v Minimum Flow Rate per Orifice 0.43 gpm E Number of Orifices per Zone 108 c Total Flow Rate per Zone 47.7 gpm ❑ {PF5005 1 Number of Laterals per Zone 3 7,.., 60__{I,:l I I %Flow Differential 1st/Last Orifice 7.8 % t9 I �� II - �.' •-•._ I Transport Velocity7.5 fps i Frictional Head Losses 40 I '.,. Loss through Discharge 6.8 feet l� Loss in Transport 3.1 feet I--.-_I._._. .__.-_-._._.-..-_. -.-1. Lossthrough Valve 0.0 feet Loss in Manifold 0.7 feet I I I '1�� ~�' Loss in Laterals 0.9 feet 20 I Lossthrough Flowmeter 0.0 feet + 1 Add-on'Friction Losses 0.0 feet iu Ill Pipe Volumes j Vol of Transport Line 2.6 gals 00 10 20 30 40 50 60 70 80 Vol of Manifold 0.8 gals Net Discharge(gpm) Vol of Laterals per Zone 16.3 gals Total Volume 19.7 gals Minimum Pump Re uirements PumpData Legend Design Flow Rate. 47.7 gpm PF5005 High Head Effluent Pump System Curve:— Total Dynamic Head 23.5 feet 50 GPM,1/2HP 11 5/230V 10 601-1z,200'230V3060Ht Pump Curve:.— Pump urve:»Pump Optimal Range Operating Pointy; Design Point() CM Orenco Systems' IncotpOrated dunsinddx W.yd rraddrbe Wawad' ... . • I ..