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OSTP Pressure Distribution � <br /> � UNIVERSITY � <br /> Minnesota Pollution Design Worksheet OF �INNESOTA � '�"��� <br /> Control A enc - ,��•��� <br /> 12. Select Type of Manifold Connection (End or Center): � end ❑ Center <br /> _ __ __ <br /> 13. Select Latera(Diameter: 2.00 in Tabie II <br /> Volume of Liquid in <br /> 14. Vo(ume of Liquid Per Foot of Distribution Piping: 0.170 Gallons/ft Pipe <br /> Pipe Liquid <br /> 15, Volume of Distribution Piping = Diameter Per Foot <br /> _ [Number of Perforoted Laterals (Line 1)X Length of Laterals (Line 4)X (inches) (Gallons) <br /> (Volume of Liquid Per Foot of Distribution Piping(Line 14)] 1 0.045 <br /> �� X 61 ft X 0.170 gal/ft = 31.1 Gallons 1.25 0.078 <br /> 1.5 0.110 <br /> 16. Minimum Dose=Volume of Distribution Piping(Line 15)X 4 2 �-��� <br /> 3 0.380 <br /> 31.1 gals x 4 = 124.4 Gallons 4 0.661 <br /> mani o p�pe� ,-Cieanouu �--� --'�� <br /> i - '�, <br /> i <br /> i , <br /> pipe from pUmp ,' Manitoid pipe, <br /> , <br /> � <br /> , ' <br /> lean ouu � � <br /> ♦ <br /> � AI[emate loca[ion <br /> �� ♦� of pipe from pump <br /> alternate location <br /> of i e from um Pi from um <br /> Comments/Speciat Design Considerations: <br />