Sewer line from manhole to manhole plot served other population total populationlocal previous total

M1-M6 M1 M6 15 0 15 0 150M2-M7 M2 M7 12 0 12 0 120M3-M8 M3 M8 11 0 11 0 110M4-M9 M4 M9 7 30 37 0 370M4-M9 M4 M9 6 59 65 0 650M5-M13 M5 M13 4 65 69 0 690M6-M7 M6 M7 15 15 30 0 300M7-M8 M7 M8 12 42 54 0 540M8-M9 M8 M9 11 53 64 0 640M5-M4 M5 M4 12 0 12 0 120M6-M10 M6 M10 0 0 0 400 400M9-M11 M9 M11 13 0 13 600 730M10-M11 M10 M11 0 0 0 200 200M11-M12 M11 M12 36 0 36 200 560M13-M12 M13 M12 0 10 10 0 100M10-M14 M10 M14 9 0 9 0 90M11-M15 M11 M15 21 9 30 400 700M12-M16 M12 M16 2 40 42 400 820M13-M19 M13 M19 5 69 74 0 740M19-M24 M19 M24 0 74 74 250 990M14-M15 M14 M15 0 104 104 600 1640M14-M17 M14 M17 2 158 160 600 2200M17-M18 M17 M18 7 224 231 1000 3310M15-M18 M15 M18 5 243 248 1600 4080M18-M22 M18 M22 0 248 248 3200 5680M17-M20 M17 M20M20-M21 M20 M21M21-M22 M21 M22M22-M25 M22 M25M25-M26 M25 M26M16-M23 M16 M23M24-M23 M24 M23M23-M26 M23 M26

infiltration v(full)mm

43.44 173.76 173.76 2.172 349.692 0.004047 0.7 85.8226934.752 139.008 139.008 1.7376 279.7536 0.003238 0.7 76.7621531.856 127.424 127.424 1.5928 256.4408 0.002968 0.7 73.49416

107.152 428.608 428.608 5.3576 862.5736 0.009983 0.7 134.7899188.24 752.96 752.96 9.412 1515.332 0.017539 0.7 178.6542

199.824 799.296 799.296 9.9912 1608.5832 0.018618 0.7 184.069286.88 347.52 347.52 4.344 699.384 0.008095 0.7 121.3716

156.384 625.536 625.536 7.8192 1258.8912 0.014571 0.7 162.8371185.344 741.376 741.376 9.2672 1492.0192 0.017269 0.7 177.2746

34.752 139.008 139.008 1.7376 279.7536 0.003238 0.7 76.76215115.84 463.36 463.36 5.792 932.512 0.010793 0.7 140.1479

211.408 845.632 845.632 10.5704 1701.8344 0.019697 0.7 189.329357.92 231.68 231.68 2.896 466.256 0.005396 0.7 99.09951

162.176 648.704 648.704 8.1088 1305.5168 0.01511 0.7 165.825228.96 115.84 115.84 1.448 233.128 0.002698 0.7 70.07393

26.064 104.256 104.256 1.3032 209.8152 0.002428 0.7 66.47797202.72 810.88 810.88 10.136 1631.896 0.018888 0.7 185.3982

237.472 949.888 949.888 11.8736 1911.6496 0.022126 0.7 200.6612214.304 857.216 857.216 10.7152 1725.1472 0.019967 0.7 190.6217286.704 1146.816 1146.816 14.3352 2307.9672 0.026713 0.7 220.4825474.944 1899.776 1899.776 23.7472 3823.2992 0.044251 0.7 283.7778

637.12 2548.48 2548.48 31.856 5128.816 0.059361 0.7 328.6759958.576 3834.304 3834.304 47.9288 7716.5368 0.089312 0.7 403.1536

1181.568 4726.272 4726.272 59.0784 9511.6224 0.110088 0.7 447.59641644.928 6579.712 6579.712 82.2464 13241.6704 0.15326 0.7 528.1176

avrage daily sewrage flow

peak sewrage flow

strom sewrage

total design sewrage flow

design flow

dia calculated

m3/d m3/d m3/d m3/d m3/d m3/s m/d

slope Qfull q/Qfull d/D d Va length fallmm mm m m

225 0.00328 0.027818 0.145492 0.425 95.625 0.72 0.504 95 0.311615225 0.00328 0.027818 0.116394 0.375 84.375 0.657 0.4599 95 0.311615225 0.00328 0.027818 0.106694 0.36 81 0.651 0.4557 95 0.311615225 0.00328 0.027818 0.35888 0.4375 98.4375 0.73 0.511 35 0.114806225 0.00328 0.027818 0.630465 0.64 144 0.89 0.623 35 0.114806225 0.00328 0.027818 0.669263 0.66 148.5 0.93 0.651 35 0.114806225 0.00328 0.027818 0.290984 0.67 150.75 0.9375 0.65625 115 0.377218225 0.00328 0.027818 0.523771 0.4 90 0.7 0.49 115 0.377218225 0.00328 0.027818 0.620766 0.647 145.575 0.925 0.6475 115 0.377218310 0.002139 0.052807 0.061316 0.823 255.13 1.235 0.8645 115 0.245996225 0.00328 0.027818 0.387979 0.35 78.75 6.5 4.55 15 0.049202225 0.00328 0.027818 0.708061 0.7 157.5 9.5 6.65 80 0.262413225 0.00328 0.027818 0.193989 0.35 78.75 0.65 0.455 55 0.180409225 0.00328 0.027818 0.54317 0.6 135 0.875 0.6125 150 0.492024225 0.00328 0.027818 0.096995 0.25 56.25 0.55 0.385 45 0.147607225 0.00328 0.027818 0.087295 0.243 54.675 0.543 0.3801 45 0.147607225 0.00328 0.027818 0.678963 0.675 151.875 0.932 0.6524 150 0.492024225 0.00328 0.027818 0.795356 0.76 171 0.9575 0.67025 20 0.065603225 0.00328 0.027818 0.717761 0.7 157.5 0.95 0.665 20 0.065603225 0.00328 0.027818 0.960247 0.875 196.875 0.9875 0.69125 40 0.131206310 0.002139 0.052807 0.83798 0.775 240.25 0.9 0.63 30 0.064173310 0.002139 0.052807 1.124119 0.92 285.2 1.41 0.987 45 0.096259380 0.00163 0.079348 1.125573 0.8375 318.25 1.25 0.875 50 0.081516460 0.001264 0.116274 0.946798 0.76 349.6 0.9575 0.67025 40 0.050541530 0.001046 0.154355 0.992909 0.832 440.96 1.123 0.7861 35 0.036609

standerd dia v/Vm

m3/d m/d

ground levelU/E L/E U/E L/E

100.8 100.5 99.533 99.233100.5 100.2 99.233 98.933100.8 100 99.533 98.733100.5 100.2 99.233 98.933100.2 100 98.933 98.733

100 100.3 98.733 99.033100.45 100.2 99.183 98.933100.45 100.2 99.183 98.933

100.2 99.7 98.933 98.43399.5 99.5 98.148 98.148

100.8 100.8 99.533 99.533100.8 100.5 99.533 99.233100.8 100.2 99.533 98.933100.2 99.5 98.933 98.233

99.5 98.9 98.233 97.633100.2 99.5 98.933 98.233

99.5 98.9 98.233 97.63398.9 98.5 97.633 97.233

100.5 100.3 99.233 99.033100.3 100.2 99.033 98.933100.2 100 98.848 98.648

100 99.7 98.648 98.34899.7 99.5 98.278 98.07899.5 99.4 97.998 97.89899.4 99.5 97.828 97.928

invert level