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� _ _ OSTP Pressure Distribution �.�a � <br /> UNIVERSITY �;-��� <br /> Mfinesota Poliution Design Worksheet OF 1VIINNESOTA 'k <br /> Control A enc � ��ti <br /> 12. Select Type of Manifotd ConnecNon (End or Center): � �r,d Q cerner <br /> 13. Selert Laterat Diameter: 1.50 in T�le II <br /> Volume of Liquid in <br /> 14. Volume of Liquid Per Foot of Distrilwtion Plping: 0.110 Gallons/ft ' Rpe <br /> Pipe Liquid <br /> 15. Volume o/Distrlbution Pfping = I, Diameter Per Foot <br /> _[Number of Perforcted Loterals (Line 1)X Length of Loterals (Line 4)X ! (inches) (Gaibns) <br /> (Volume of Liquid Per Foot of Distribution Piping(Line 14)] 1 0.045 <br /> �� x 36 ft x 0.110 = �� �•25 o.o�s <br /> gal/ft 11.9 Gallais �,5 0.11 O <br /> 16. Minimum Dose=Volume of Distribution Piping(Line 15)X 4 2 0.170 <br /> 3 0.380 <br /> 11.9 gals X 4 = 47.5 Galtons � 0.661 <br /> mam o plPe, ,-Cleanouts -' -- ---_ -, <br /> � - '-, <br /> � �, <br /> � pipe from pump i, Manifold pipe�` <br /> � <br /> � � <br /> � � <br /> � <br /> lean outs , ------� <br /> �Aiternate location <br /> ���� of piPe from PumP <br /> altemate location <br /> of i from um • fr,,,, <br /> Comments/Special Design Considerations: <br />