Laserfiche WebLink
PRELIMINARY PRESSURE SEWER E SIZING AND BRANCH ANALYSIS <br /> Prepared By: TRANSFER STATION COLLECTION AREA <br /> March 14,2011 <br /> FRMA <br /> - jAccum Eric Max Main t,linimum Pum Static Head Total <br /> - -- Nla�Plo MaxIvfN[ax flo�� Pi�c Size t�4as Len_th oFNlainfriction LossFriction p, <br /> 7_one Connects Number Accum ,Gals/da� Pipe ° <br /> Number to Zone 'oi'Pumpsl Pumps 'per Pump Per Pump Sim Ops(GPM) (inches) Uelocit this Zone Factor Loss This Loss(feet) Ion Ele nUon (tact) Dynamic <br /> beet was calculated Using nPipe diameters for)SDR1 (FPS) (fd1lo s Zone Head(it) <br /> m _ <br /> -- ---- --�__ - -- - - __ _ 4--- ---_ - J - <br /> This spreadsg _ - 1 HDPE - Friction loss calcul3ions were based on a Constant for inside rouahnes�C of 150 <br /> 1.00 �.00 2 2 200 1 11- 2 ' 2200 _ 2.00 2.38 - 650.00 1.19 7.73 80.88 _ 97.00 -_103.00 -6.00 74.88 <br /> 2.00 3.00 5 5 200 11.00 _ 3 33.00 2.00 3.57 500.00 2.52 12.60 85.75 97.00 95.00 __2.00 87.75 <br /> 3.00 6.00 19 26 200 11.00 5 55.00 _ 3.00 2.74 1,400.00 0.98 13.75 73.15 96.00 86.00 10.00 83.15 <br /> 4.00 6.00 1 1 200 11.00 1 11.00 1.25 _2.44 _ 200.00 1.88 3.77 63.17 96.00 83.00 13.00 76.17 <br /> 5.00 6.00 32 32 200 11.00 6 66.00 3.00 _ 3.29 1,800.00 1.38 24.79 84.19 96.00 63.00 33.00 117.19 <br /> 6.00 12.00 16 110 200 11.00 8 88.00 4.00 2.65 1,500.00 0.69 10.36 59.40 96.00 72.00 24.00 83.40 <br /> 7.00 8.00 16 16 200 11.00 4 44. 00 3.00 2.19 900.00 0.65 5.85 82.46 96.00 51.00 45.00 127.46 <br /> 8.00 6.00 19 35 200 11.00 6 66.00 3.00 3.29 1,250.00 1.38 17.21 76.61 96.00 65.00 31.00 107.61 <br /> 9.00 I1.00 21 21 200 11.00 5 55.00 3.00 2.74 1,400.00 0.98 13.75 7433 93.00 69.00 24.00 98.33 <br /> 10.00 14.00 _ 15 15 _ 200 11.00_ 4_ 44.00 3.00 2.19 950.00 0.65 6.17 50.91 93.00 86.00 7.00 57.91 <br /> 11.00 14.00 29 50 200 11.00 6 66.00 3.00 3.29 1,150.00 1.38 15.84 60.58 93.00 58.00 _35.00 95.58 <br /> 1200. 14.00 8 118 200 1 1.0 0 9 99.00 4.00 2.98 500.00 0.86 4.30 49.04 93.00 53.00 40.00 89.04 <br /> 13.00 14.00 15 15 200 11.00 4 44.00 3.00 2.19 900.00 0.65 5.85 50.59 93.00 86.00 7.00 57.59 <br /> 14.00 20.00 12 210 200 I1.00 _ 11 121.00 5.00 2.39 700.00 0.44 3.11 44.74 93.00 76.00 - 17.00 61.74 <br /> 15.00 20.00 9 _ 9 _200 _ 11.00 3 33.00 2.00 3.57 _ 700.00 2.52 17.64 59.27 93.00 86.00 7.00 6_6.27 <br /> 16.00 19.-0 28 28 200 11.00 5 55.00 3.00 2.74 1,600.00 0.98 15.72 62.73 93.00 - 70.00 23.00 85.73 <br /> 17.00 19.00 25 25 _ 200 11.00 5 55.00 3.00 2.74 1,600.00 0.98 15.72 62.73 93.00 _ 63.00 30.00 92.73 <br /> 18.00 19.00 18 18 200 11.00 4 44.00 3.00 2.19 1,700.00 0.65 11.05 _5_8.06 93.00 55.00 38.00 96.06 <br /> 19.00 27.00 18 89 200 11.00 8 88.00 4.00 2.65 1,100.00 0.69 7.60 47.01 93.00 53.00 _ 40.00 87.01 <br /> 20.00 27.00 _ 8 283 200 11.00 14 154.00 6.00 2.14 750.00 030 2.22 41.63 93.00 75.00 -__ 18.00 59.63 <br /> 21.00 24.00 14 14 200 11.00 4 44.00 3.00 2.19 1,100.00 0.65 7.15 56.33 93.00 79.00 14.00 70.33 <br /> .00 12 12 200 11.00 4 44.00 3.00 2.19 900.00 0.65 5.85 55.03 93.00 69.00 24.00 79.03 <br /> 22.00 24 <br /> 23.00 24.00 4 4 200 11.00 3 33.00 2.00 3.57 500.00 2.52 12.60 61.78 93.00 77.00 16.00 77.78 <br /> 24.00 20.00 8 56 200 11.00 7 77.00 4.00 2.32 1,400.00 0.54 7.55 49.18 93.00 70.00 23.00 72.18 <br /> 25.00 24.00 12 12 200 11.00 4 44.00 3.00 2.19 400.00 0.65 2.60 51.78 93.00 79.00 14.00 65.78 <br /> 26.00 24.00 6 6 200 11.00 3 33.00 2.00 3.57 250.00 2.52 6.30 55.48 93.00 92.00 1.00 56.48 <br /> 27.00 71.00 14 386 200 11.00 17 187.00 6.00 2.60 1,400.00 0.42 5.95 39.41 90.00 87.00 3.00 42.41 <br /> 28.00 32.00 9 9 200 11.00 3 33.00 2.00 3.57 900.00 2.52 22.67 79.84 90.00 45.00 45.00 124.84 <br /> 29.00 33.00 19 19 200 11.00 5 55.00 3.00 2.74 1,000.00 0.98 9.82 48.40 90.00 58.00 32.00 80.40 <br /> 30.00 32.00 15 15 200 11.00 4 44.00 3.00 2.19 1,100.00 0.65 7.15 64.32 90.00 44.00 46.00 110.32 <br /> 31.00 32.00 5 5 200 11.00 3 33.00 2.00 3.57 550.00 2.52 13.86 71.03 90.00 44.00 46.00 117.03 <br /> 32.00 33.00 16 45 200 11.00 6 66.00 3.00 3.29 1,350.00 1.38 18.59 57.17 90.00 49.00 41.00 98.17 <br /> 33.00 35.00 6 70 200 11.00 7 77.00 4.00 2.32 500.00 0.54 2.70 38.58 90.00 78.00 12.00 50.58 <br /> 34.00 35. 00 24 24 200 11.00 5 55.00 3.00 2.74 1,000.00 0.98 9.82 45.70 90.00 51.00 39.00 84.70 <br /> 35.00 71.00 4 98 200 11.00 8 88.00 4.00 2.65 350.00 0.69 2.42 35.88 90.00 86.00 4.00 39.88 <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 P roj ects\M assach usetts\M ash pee\M ash pee Sewer Plan\Transfer Station.Eone <br />