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OSTP Pressure Distribution <br /> UNIVERSITY <br /> Minnesota Pollution Design Worksheet OF MINNESOTA ' " ) <br /> Control Agency ��- <br /> Project ID: v 11.09.22 <br /> 1. Select Number of Perforated Laterals in system/zone: 3 __. <br /> (2 feet is minimum and 3 feet is maximum spacing) <br /> 2. Select Perforation Spacing: 3.0 ft '`'` `5ioi1 'J <br /> • Minim ci / '.._._�,i <br /> /,"perfnro,iuos.I�arod i'.,Vart 1"-2"of rot k /� 12•• <br /> 3. Select Perforation Diameter Size 7/32 in - <br /> t6"of ruck <br /> 4. Length of Laterals =Media Bed Length -2 Feet. p,r*..anon:,r,nn. o' Perforation'7./n11i.l'10 3' <br /> 63 - 2ft = 61 ft Perforation can not be closer then 1 foot from edge. <br /> 5. Determine the Number of Perforation Spaces. Divide the Length of Laterals (Line 4) by the Perforation Spacing (Line 2)and <br /> round down to the nearest whole number. <br /> Number of Perforation Spaces = 61 ft - 3 ft = 20 Spaces <br /> 6. Number of Perforations per Lateral is equal to 1.0 plus the Number of Perforation Spaces (Line 5). <br /> Perforations Per Lateral = 20 Spaces + 1 = 21 Perfs. Per Lateral <br /> Check table below to verify the number of perforations per lateral guarantees less than a 10%discharge variation. The value is <br /> double if the a center manifold is used. <br /> Maximum Number of Perforations Per Lateral to Guarantee<10%Discharge Variation <br /> ,Inch Perforations 7/32 Inch Perforations <br /> Perforation Spacing(Feet) Pipe Diameter(Inches) Perforation Spacing Pipe Diameter(Inches) <br /> 1 114 11: 2 3 (Feet) 1 11 11h 2 3 <br /> 2 10 13 18 30 60 2 11 16 21 34 68 <br /> j14 8 12 16 28 54 2 10 14 20 32 64 <br /> 3 8 12 16 25 52 3 9 14 19 30 60 <br /> 3:16 Inch Perforations 1'8 Inch Perforations <br /> Pipe Diameter(Inches) Perforation Spacing Pipe Diameter(Inches) <br /> Perforation Spacing(Feet) <br /> 1 11: 1 1 3 IFeetl 1 I% 111 2 3 <br /> 2 12 18 26 46 87 2 21 33 44 74 149 <br /> 21: 12 17 24 40 80 2v 20 30 41 69 135 <br /> 3 12 16 22 37 75 3 20 29 38 64 128 <br /> 7. Total Number of Perforations equals the Number of Perforations per Lateral (Line 6) multiplied by the Number of <br /> Perforated Laterals (Line 1). <br /> 21 Perf. Per Lateral X 3 Number of Perf. Laterals = 63 Total Number of Perf. <br /> 8. Calculate the Square Feet per Perforation. Recommended value is 4-10 ft z per perforation. Perforation Discharge(GPM) <br /> Does not apply to At-Grades Perforation Diameter <br /> Head(ft) <br /> Bed Area = Bed Width (ft)X Bed Length (ft) '" <br /> 1.0' 0.18 0.41 0.56 0.74 <br /> 1.5 0.22 0.51 0.69 0.9 <br /> 10 ft x 63 ft = 630 ftz 2.0° 0.26 0.59 0.80 1.04 <br /> 2.5 0.29 0.65 0.89 1.17 <br /> 3.Square Foot per Perforation =Bed Area divided by the Total Number of Perforations (Line 7). 4.0 0.37 0.72 1.113 0.98 1.47 <br /> 5.0' 0.41 0.93 1.26 1.65 <br /> 630 ft ÷ 63 perforations = z 1foot Dwellings with 3/16 inch to 1/4 inch <br /> 10.0 ft /perforations perforations <br /> Dwellings with 1/8 inch perforations <br /> 9. Select Minimum Average Head: 1.0 ft 2 feet Other establishments and MSTS with 3/16 <br /> inch to 1/4 inch perforations <br /> 5 feet Other establishments and MSTS with 1/8 inch <br /> 10. perforations <br /> Select Perforation Discharge (GPM)based on Table III: 0.56 GPM per Perforation <br /> 11. Determine required Flow Rate by multiplying the Total Number of Perforations (Line 7)by the Perforation Discharge (Line 10). <br />