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OSTP Pressure Distribution <br /> UNIVERSITY � ` <br /> Minnesota Poliution Design Worksheet OF MINNESOTA <br /> CoMrol A enc ���—�_� <br /> 12. Select Type of Manifotd Connection (End or Center): � end ❑ ce�ter <br /> _ _ _ <br /> 13. Select Lateral Diameter: 2.00 in Table II <br /> Volume of Liquid in <br /> 14. Votume of Liquid Per Foot of Distribution Piping: 0.170 Gallons/ft �Pe <br /> Pipe Liquid <br /> �5, Volume of Distribution Piping = Diameter Per Foot <br /> _ [Number of Perforated Loterals (Line 1)X Length of Laterals (Line 4)X (inches) (Gallons) <br /> (Volume of Liquid Per Foot of Distribution Piping(Line 14)] 1 O_045 <br /> �3 X 61 ft X 0.170 gat/ft = 31.1 Gatlons 1•25 0.078 <br /> 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 Gallons 4 0.661 <br /> mam o pipe` __ cieanoucs �-� -'- _ <br /> I - , <br /> �� <br /> i <br /> / .�' Manifold pipe� <br /> pipe from pump � � <br /> � <br /> lean outs � <br /> � �AI[emate location <br /> �� �� of pipe from pump <br /> alternate location <br /> of i e from um Pi e from um <br /> Comments/Special Design Considerations: <br />