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OSTP Pressure Distribution <br /> Minnesota Pollution UNIVERSITY ' <br /> Control A enc Design Worksheet OF MINNESOTA �'`" .,;' �:,,� <br /> � � . <br /> 12. Setect Type of Manifo(d Connection (End or Center): 0 end ❑ center <br /> 13. Se(ect Lateral Diameter: 2.00 in Table il <br /> Volume of Liquid in <br /> 14. Vo(ume of Liquid Per Foot of Distribution Piping: 0.170 Gallons/ft pipe <br /> 15. Volume of Distribution Piping = �pe Liquid <br /> Diameter Per Foot <br /> _[Number of Perforated Laterols (Line 1)X Length of Loterals (Line 4)X (inches) (Gatlons) <br /> (Volume of Liquid Per Foot of Distribution Piping(Line 14)] 1 0.045 <br /> �—� X 61 ft X 0.170 = �•25 0.07� <br /> gaUft 31.1 Gallons 1.5 0.110 <br /> 16. Minimum Dose=Volume of Distribution Piping(Line 15)X 4 2 0.170 <br /> 3 0.380 <br /> 31.1 gals X 4 = 124.4 Galtons 4 0.661 <br /> manio pipe� ___-- -___ <br /> - Cleanouu — <br /> 1 � <br /> / . <br /> i <br /> / � <br /> pipe frOm pump ; Manifold pipe�` <br /> i <br /> i <br /> r <br /> 1 � <br /> lean outs ---'--_ <br /> � <br /> � Altemate location <br /> �• •� of pipe from pump <br /> aiternate location <br /> of i e from um P� from um <br /> Comments/Special Design Considerations: <br />