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PRESSURE DISTRIBUTION SYSTEM <br /> 1. Select number of perforated laterals .3 <br /> 2. Select perforation spacing = 3 ft. <br /> 3. Since perforations should not be placed closer than 1 ft. to <br /> the edge of the rock layer (see p. E-14),subtract 2 ft. from the <br /> rock layer length. <br /> Rock layer length <br /> - 2 ft. = 3s ft. <br /> 4. Determine the number of spaces between perforations. <br /> Divide the length above by perforation spacing and round E-17a <br /> down to nearest whole number. <br /> TABLE OF PERFORATION DISCHARGES IN CPQ' <br /> Head Perforation diameter(inches) <br /> Length perf. spacing = 3S ft. + 3 ft. _ spaces 7/32 1!4 <br /> (3) (2) 1.0a 0.56 0.74 <br /> 1.5 0.69 0.90 <br /> 5. Number of perforations is equal to one plus the number of 2.ob 0.80 1.04 <br /> 2.5 0.89 1.17 <br /> perforation spaces . 3.0 0.98 1.28 <br /> 4.0 1.13 1.47 <br /> / 5.0 1.26 1.65 <br /> spaces + 1 =_1 Z perforations/lateral aUse 1.0 foot of head for residential systems. <br /> bUse 2.0 feet of head for other establishments <br /> 6. Multiply perforations per lateral by number of laterals to <br /> get total number of perforations. E-17b <br /> 3. Z Munn IDW"WabW O( 6D p0f mmm pf Wat W <br /> X --L- - 34 perforations. 8� .l01 '''" <br /> laterals perfs/lateral- P tr„� 1.25 inch 1.5 inch 2.0 inch <br /> 2.5 14 18 28 <br /> 7. Determine required flow rate by multiplying 3.0 13 17 26 <br /> number of perforations by flow per perforation 4.0 11 15 235 <br /> (see page E-17) 5.0 10 14 22 <br /> �¢ = z <br /> perfs x Vm/perf gpm- E-15 <br /> "W VLD UWAM.,oo OF P,a..r D6M.R,D.$R W <br /> 8. If laterals are connected to header pipe as shown on page E- <br /> 15, select minimum required lateral diameter from table on <br /> page E-17; enter table with perforation spacing and number <br /> of perforations per lateral. Select minimum diameter for <br /> perforated lateral = Z inches. <br /> E-12 <br /> 9. If perforated lateral system is attached to manifold pipe near <br /> the center, as on page E-12, perforated lateral length and s"`'�` <br /> number of perforations per lateral will be approximately one �� <br /> half of that in step 8. Using these values, select min'pm <br /> diameter for perforated lateral from page E-17 as � -0..-0m <br /> �� <br /> inches. <br />