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Pump Selection for a Pressurized System -Single Family Residence Project elkhom Parameters Discharge Assembly Size 1.25 inches 300 ___r_-1-1—�� IPF3015I tl\�I Transport Length 20 feet - Transport Pipe Class 40 — Transport Line Size 1.25 inches �,. Distributing Valve Modsi None IMax Elevation Lift 5 feet Manifold Length 12 feet 250 Manifold Pipe Class 40 Manifold Pipe Size 1.25 inches J PF301OJ Number of Laterals per Cell 5 Lateral Length 18 feet Lateral Pipe Class 40 Lateral Pipe Size 1.25 inches 200 • Orifice Size 1/8 inches 0 J PF3007 I Orifice Sparing 2 feet �w,r --}-i----- Residual Head 5 feet I Flow Meter None inches I— 'Add-on'Friction Losses 0 feet -p" as Calculations = 150 ` Minimum Flow Rate per Orifice 0.43 gpm E Number of Orifices per Zone 50 c Total Flow Rate per Zone 21.6 gpm Q PF3005 \ \ Number of Laterals per Zone 5 is 15 —�_ % Flow Differential 1st/Last Orifice 0.2 % I- 100 Y_J ~��~ ~� — Transport Velocity 4.7 fps Frictional Head Losses Loss through Discharge 3.3 feet Loss in Transport 1.2 feet Loss through Valve 0.0 feet 50 Loss in Manifold 0.2 feet n" ,_ __ _ ‘,_.k Loss in Laterals 0.0 feet -- =--- _— `-L=--, L===�-" ,- •- Loss through Flowmeter 0.0 feet 1/0, / I 1 'Add-on'Friction Losses 0.0 feet / iY ( N r Pipe Volumes 0 I Vol of Transport Line 1.6 gals 0 5 15 20 25 ,, `30 35 40 Vol of Manifold 0.9 gals Net Discharge (gpnt Vol of Laterals per Zone 6.9 gals --- ' Total Volume 9.5 gals -_,_r.,..... Minimum Pump Requirements PumpData Legend Design Flow Rate 21.6 gpm PF3005 High Head Effluent Pump System Curve:® Total Dynamic Head 14.7 feet 30 GPM,1/2HP 115/230V 10 60Hz,200V 3060Hz Pump Curve:i— PF3007 High Head Effluent Pump Pump Optimal Ranger—, 30 GPM,3/4HP 230V 10 60Hz,200/460V 30 60Hz Operating Point PF3010 High Head Effluent Pump Design Point® 30 GPM,1 HP 230V 10 60Hz,200/460V 30 60Hz PF3015 High Head Effluent Pump 30 GPM,1-1/2HP Cal230V 10 60Hz,200/230/460V 30 60Hz Crones Systems° Incorporated Cha gingthe Way the WWdd Does Warten f'