Laserfiche WebLink
PRELIMINARY PRESSURE SEWER E SIZING AND BRANCH ANALYSIS <br /> Prepared By: TRANSFER STATION COLLECTION AREA <br /> March 14,2011 <br /> FRMA <br /> _ __ _._ _-__._-.._ -- ACenm Fric Max Ntainliniinum Pom�StaYic 1-1e1d Total <br /> Zone 'Connects ;Number Accwn IGals/d�y Max Flow i Max Nia�Flow; Pipe Size iviax Length ofMamFriction Loss i 1 <br /> Number ( to Zone 'of Pumps Pumps per Pump •Per Pump 'Sim Ops(GPA4 (inches) elocity 1 this Zone actor Loss This Loss(feet)L7- <br /> ation Elevation (feet) ynamic <br /> in Zone in Zone �I gprn) (FPS) Z- ful00 it) one Head(ft) <br /> This spreadsheet was calculated using pipe diameters far SDR11 HDPE Friction loss calculaions were based on a Constant for inside roughnesS'C"of: 150 <br /> 36.00 43.00 10 25 200 11.00 5 55.00 - 3.00 _2.74 _1,000.00 0.98 9.82 6236 109.00 102.00 - 7.00 6936 <br /> 37.00 36.00 9 9 200 11.00 3 33.00 2.00 3.57 550.00 2.52 13.86 76.22 109.00 101.00 8.00 84.22 <br /> 38.00 36.00 6 6 200 11.00 3 33.00 2.00 3.57 600.00 2.52 15.12 77.48 109.00 106.00 3.00 80.48 <br /> 39.00 42.00 24 24 200 11.00 5 55.00 3.00 2.74 1,200.00 0.98 11.79 69.19 100.00 93.00 7.00 76.19 <br /> 40.00 42.00 16 16 200 11.00 4 44.00 3.00 2.19 900.00 0.65 5.85 63.25 100.00 102.00 - -2.00 61.25 <br /> F41.00 42.00 20 20 200 11.00 5 55.00 3.00 2.74 1,150.00 0.98 11.30 68.70 100.00 76.00 24.00 92.70 <br /> 43.00 13 73 200 11.00 7 77.00 4.00 2.32 900.00 0.54 4.86 57.40 100.00 77.00 23.00 80.40 <br /> 51.00 1 99 200 11.00 8 88.00 4.00 2.65 1,100.00 0.69 7.60 52.54 100.00 64.00 36.00 88.54 <br /> 46.00 3 3 200 11.00 2 22.00 _ 2.00 2.3 8 200.00 1.19 2.38 51.87 93.00 84.00 9.00 60.87 <br /> 45.00 46.00 7 7 200 11.00 3 33.00 2.00 3.57 300.00 2.52 7.56 57.05 _ 94.00 90.00 4.00 61.05 <br /> 46.00 51.00 4 14 _ 200 11.00 4 44.00 3.00 _2.19 _ 700.00 0.65 4.55 49.49 91.00- _ 68_00 23.00 --_72.49 <br /> 47.00 48.00 12 12 200 11.00 4 44.00 3.00 2.19 600.00 0.65 3.90 58.66 91.00 61.00 30.00 88.66 <br /> 48.00 51.00 10 _22 200 11.00 5 55.00 3.00 2.74 11000.00 0.98 9.82 54.76 91.00 6_0.00 _ 31.00 85.76 <br /> 49.00 50.00 12 12 200 11.00 4 44.00 3.00 2.19 _850.00 0.65 5.52 51.75 91.00 56.00 35.00 _ 86.75 <br /> 50.00 52.00 8 20 _ 200 11.00 5 55.00 3.00 2.74 _ 700.00 0.98 6.88 46.23 91.00 68.00 23.00 69.23 <br /> 51.00 52.00 13 148 _ 200 11.00 10 110.00 5.00 2.17 1,500.00 0.37 5.59 44.94 91.00 59.00 32.00 76.94 <br /> 52.00 61.00 10 221 _ 200 11.00 12 132.00 5.00 2.60 700.00 0.52 3.66 3935 91.00 _ 55.00 36.00 75.35 <br /> 53.00 54.00 4 _ 4 _200 _ 11.00 3 33.00 2.00 3.57 800.00 2.52 20.16 77.41 91.00 70.00 21.00 98.41 <br /> 54.00 52.00 13 43 200 11.00 6 66.00 3.00 3.29 1,300.00 1.38 17.90 57.25 91.00 65.00 26.00 83.25 <br /> 55.00 56.00 20 20 200 11.00 5 55.00 3.00 2.74 1,300.00 0.98 12.77 75.72 95.00 75.00 _ 20.00 95.72 <br /> 56.00 54.00 6 26 200 I1.00 5 55.00 3.00 2.74 580.00 0.98 5.70 62.95 91.00 79.00 12.00 74.95 <br /> 57.00 59.00 15 15 _ 200 11.00 4 44.00 3.00 2.19 800.00 0.65 5.20 57.50 91.00 67.00 24.00 81.50 <br /> 58.00 59.00 6 6 200 11.00 3 33.00 2.00 3.57 300.00 2.52 7.56 59.86 91.00 89.00 2.00 61.86 <br /> 59.00 60.00 3 24 200 11.00 5 55.00 3.00 2.74 500.00 0.98 4.91 52.30 91.00 85.00 6.00 58.30 <br /> 60.00 61.00 17 41 200 11.00 6 66.00 3.00 3.29 850.00 1.38 11.70 47.39 91.00 54.00 37.00 84.39 <br /> 61.00 62.00 20 282 200 11.00 14 154.00 6.00 2.14 1,250.00 0.30 3.71 35.69 91.00 51.00 40.00 75.69 <br /> 62.00 65.00 20 302 200 11.00 14 154.00 6.00 2.14 2,200.00 0.30 6.53 31.98 91.00 55.00 36.00 67.98 <br /> 63.00 65.00 26 26 200 11.00 5 55.00 3.00 2.74 2,000.00 0.98 19.65 45.10 74.00 54.00 20.00 65.10 <br /> 64.00 66.00 18 18 200 11.00 4 44.00 3.00 2.19 1,000.00 0.65 6.50 21.69 74.00 70.00 4.00 25.69 <br /> 65.00 66.00 33 361 200 11.00 16 176.00 6.00 2.45 2,700.00 0.38 10.26 25.45 74.00 62.00 12.00 37.45 <br /> 66.00 74.00 4 383 200 11.00 17 187.00 6.00 2.60 700.00 0.42 2.97 15.19 74.00 51.00 23.00 38.19 <br /> 67.00 69.00 11 22 200 11.00 5 55.00 3.00 2.74 950.00 0.98 9.33 52.61 90.00 43.00 47.00 99.61 <br /> 68.00 67.00 11 11 200 11.00 4 44.00 3.00 2.19 400.00 0.65 2.60 55.21 90.00 71.00 19.001 74.21 <br /> 69.00 71.00 6 28 200 11.00 5 55.00 3.00 2.74 1,000.00 0.98 9.82 43.28 90.00 86.00 4.00 47.28 <br /> 70.00 71.00 9 9 200 11.00 3 33.00 2.00 3.57 1,000.00 2.52 25.19 58.65 90.00 86.00 4.00 62.65 <br /> Page 2 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 Proj ects\M assach u setts\M ash pee\M ash pee Sewer Plan\Transfer Station.Eone <br />