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PRELIMINARY PRESSURE SEWER E SIZING AND BRANCH ANALYSIS <br /> Prepared By: HIGH SCHOOL AREA COLLECTION AREA <br /> March 14,2011 <br /> FRMA <br /> als/dav lvfax Flow Max :Max Flow Pipe Size Max Len,th oPhtainrriction LossFriction Accum Fric l�fax Main �(inimum PumhStatic l lead (olal <br /> Zone Connects;Number Accum G M I <br /> Number to Zone bFPumps Pumps per Pump Per Pump iSim Ops(GPAT) (inches) Velocity this Zone Factor Loss This Loss(feet) Elevation Elevation (feet) Dviiamic <br /> - ---IV- <br /> Friction----- ---- L-- ---- -inside rou�hnes�'C"of: 141cnd(ft) <br /> ui Zone m Zone (gpm) (FPS) (iUl00ft) Lone <br /> - ----- - Friction loss calcul3ions were based on a Constant for ms' 50 J <br /> This spreadsheet was calculated using pipe diameters for SDR11 HDPE <br /> _ 1.00 _5.00 11 11 _ 200 _ 11.00 41 44.00 _3.00 2.19 T _ 600.00 1 0.65 j 3.90 47.07] 66.00 66.00 _0.0047.07 <br /> 2.00 5.00 13 13 200 11.00 4 44.00 3.00 2.19 700.00 0.65 4.55 47.72 66.00 61.00 5.00 52.72 <br /> 3.00 5.00 21 21 200 11.00 5 55.00 3.00 2.74 _1,200.00 0.98 11.79 54.96 66.00 59.00 7.00 61.96 <br /> 4.00 5.00 15 15 200 11.00 4 44.00 3.00 2.19 _1,200.00 0.65 7.80 50.97 66.00 61.00 5.00 55.97 <br /> 5.00 13.00 10 70 200 11.00 7 77.00 4.00 2.32 800.00 0.54 4.32 43.17 66.00 61.00 5.00 48.17 <br /> 6.00 10.00 6 6 200 11.00 3 33.00 2.00 3.57 650.00 2.52 16.38 59.65 66.00 59.00 7.00 66.65 <br /> 7.00 9.00 7 7 200 11.00 3 33.00 2.00 3.57 600.00 2.52 15.12 59.69 66.00 51.00 _ 15.00 74.69 <br /> 8.00 9.00 7 7 200 11.00 3 33.00 2.00 3.57 200.00 2.52 5.04 49.61 66.00 48.00 18.00 67.61 <br /> 9.00 10.00 2 16 200 11.00 4 44.00 3.00 2.19 200.00 0.65 1.30 44.57 66.00 62.00 4.00 48.57 <br /> 10.00 13.00 4 26 200 11.00 5 55.00 3.00 2.74 450.00 0.98 4.42 43.27 66.00 58.00 8.00 51.27 <br /> 11.00 12.00 20 20 200 11.00 5 55.00 3.00 2.74 1,300.00 0.98 12.77 60.57 66.00 45.00 _21.00 81.57 <br /> 12.00 13.00 11 31 200 11.00 6 66.00 3.00 3.29 650.00 1.38 8.95 47.80 66.00 50.00 16.00 63.80 <br /> 13.00 15.00 10 137 200 11.00 9 99.00 4.00 2.98 850.00 0.86 7.30 38.85 66.00 56.00 10.00 48.85 <br /> 14.00 15.00 15 15 200 11.00 4 44.00 3.00 2.19 1,350.00 0.65 8.77 40.32 66.00 44.00 22.00 62.32 <br /> 15.00 13.00 0 152 200 11.00 10 110.00 5.00 2.17 900.00 037 _335 31_55 66.00 57.00 9.00 40.55 <br /> 16.00 18.00 23 57 200 11.00 7 77.00 4.00 2.32 1,700.00 0.54 9.17 37.37 66.00 51.00 15.00 52.37 <br /> 17.00 16.00 34 34 200 11.00 6 66.00 3.00 3.29 1,800.00 1.38 24.79 62.16 66.00 32.00 34.00 96.16 <br /> ---- <br /> 18.00 67.00 _15 224 200 11.00 12 132.00 5.00 2.60 5,400.00 0.52 28.20 28.20 66.00 46.00 20.00 _ 48.20 <br /> 19.00 20.00 3 3 200 11.00 2 22.00 2.00 2.38 650.00 1.19 7.73 69.50 78.00 66.00 12.00 81.50 <br /> 20.00 21.00 3 6 200 11.00 3 33.00 2.00 3.57 300.00 2.52 7.56 61.77 73.00 57.00 _16.00 _ 77.77 <br /> 21.00 22.00 11 17 200 11.00 4 44.00 3.00 2.19 680.00 0.65 4.42 54.21 73.00 54.00 - 19.00 73.21 <br /> 22.00 _?3.00 5 22 200 11.00 5 55.00 3.00 2.74 _ 250.00 0.98 2.46 49.79 73.00 60.00 _ 13.00 - 62.79 <br /> 23.00 25.00 1 23 200 11.00 5 55.00 3.00 2.74 400.00 0.98 3.93 47.33 73.00 40.00 33.00 80.33 <br /> 24.00 25.00 13 13 200 11.00 4 44.00 3.00 2.19 900.00 0.65 5.85 49.25 73.00 42.00 31.00 80.25 <br /> 25.00 26.00 1 37 200 11.00 6 66.00 3.00 3.29 600.00 1.38 8.26 43.40 73.00 60.00 13.00 56.40 <br /> 26.00 45.00 31 68 200 11.00 7 77.00 4.00 2.32 2,000.00 0.54 10.79 35.14 73.00 53.00 20.00 55.14 <br /> 27.00 29.00 9 9 200 11.00 3 33.00 2.00 3.57 850.00 2.52 21.42 69.45 73.00 41.00 32.00 101.45 <br /> 28.00 29.00 10 10 200 11.00 4 44.00 3.00 2.19 700.00 0.65 4.55 52.58 73.00 41.00 32.00 84.58 <br /> 29.00 31.00 7 26 200 11.00 5 55.00 3.00 2.74 350.00 0.98 3.44 48.03 73.00 51.00 22.00 70.03 <br /> 30.00 31.00 18 18 200 11.00 4 44.00 3.00 2.19 1,000.00 0.65 6.50 51.09 72.00 66.00 6.00 57.09 <br /> 31.00 33.00 7 51 200 11.00 7 77.00 4.00 2.32 600.00 0.54 3.24 44.59 72.00 61.00 11.00 55.59 <br /> 32.00 33.00 7 7 200 11.00 3 33.00 2.00 3.57 800.00 2.52 20.16 61.51 72.00 72.00 0.00 61.51 <br /> 33.00 34.00 18 76 200 11.00 7 77.00 4.00 2.32 11400.00 0.54 7.55 41.35 66.00 50.00 16.00 57.35 <br /> 34.00 61.00 10 136 200 11.00 9 99.00 4.00 2.98 2,900.00 0.86 24.92 33.80 66.00 20.00 46.00 79.80 <br /> 35.00 36.00 26 26 200 11.00 5 55.00 3.00 2.74 1,300.00 0.98 12.77 54.20 80.00 41.00 39.00 93.20 <br /> Page 1 Note: This analysis is valid only with the use of progressive cavity type grinder pumps as manufactured by Environment One. <br /> F:\FRMA\Projects\EONE PROJECTS\Massachusetts\Mashpee\MASHPEE SEWER PLAN\High School site.EOne <br />