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• . . <br /> SEcTION:13:forms and:Reference.p.13-35 <br /> OSTP Pressure Distribution. <br /> UNIVERSITY <br /> Minnesota Pollution Design Worksheet opiv4NNEsorA <br /> Cardral Agency <br /> 11. Determine required Flow Rate by multiplying the Total Number of Perforations (Line 7)by the Perforation Discharge (Line 10). <br /> I75 Perforations X .5-4, GPM per Perforation 47.. GPM <br /> 12. Select Type of Manifold Connection (End or Center): Semi Ci Caner <br /> • <br /> 13. Select Lateral Diameter: 2- .in, <br /> . . -- 7-*:04114.-0040.0ri <br /> 14. Volume of Liquid Per Foot of Distribution Piping: •1.76 Gallons/ft <br /> • <br /> 15. Volume of Distribution Piping - 44.514014 <br /> :01#010t.*:-‘ret <br /> [Number of Perforated Laterals (Line 1)X Length of Laterals (Line 4)X t3!-#####Y• ...(c444); <br /> (Volume of Liquid Per Foot of Distribution Piping(Line 14)] 1 0.045 • <br /> 1.25 0.078, <br /> X 7s ft X gal/ft• -Ng -t Gallons • • 0.1 10- <br /> 16. Minimum Dose-Volume of Distribution Piping(Line 15)X 4 2 0.170 <br /> 0.380 • <br /> • .. 3 <br /> 77 gals X 4 •. 1 413 Gallons — 4 0.661— <br /> . .. <br /> . * mar**PIP% • . . : • . ...... .r.:t <br /> • • • • : . <br /> PiPe from pump <br /> ." .... . i <br /> • <br /> . : ! •• • .... <br /> .. <br /> % <br /> :e. -• : •: „: aitaidejagition . i•.. .• •i .!:: <br /> • . • . : of pipe from puled :7.... • <br /> .."..• '"'" porno <br /> Comments/Special Design Considerations: <br /> • <br /> .• <br /> • <br /> • <br /> • <br /> -• <br /> • <br /> . . <br /> • <br /> • <br /> _ . <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br />