Planilha Rede de Esgoto

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SANEAMENTO E MEIO AMBIENTE PLANILHA DE CLCULO DE REDE DE DISTRIBUIO DE GUA VAZO (l/s) DIMETRO VELOCIDADE TRECHO EXTENSO (m) A. JUS. MARCHA MONTANTE FICTICIA (mm) (m/s) (l/s) (l/s) (l/s) 1.00 48.00 0.00 0.28 0.28 0.14 50 0.07 2.00 90.00 0.00 0.52 0.52 0.26 50 0.13 3.00 48.00 0.80 0.28 1.08 0.94 50 0.48 4.00 98.00 0.00 0.57 0.57 0.28 50 0.14 5.00 48.00 1.65 0.28 1.93 1.79 75 0.41 6.00 104.00 0.00 0.60 0.60 0.30 50 0.15 7.00 48.00 2.53 0.28 2.81 2.67 100 0.34 8.00 112.00 0.00 0.65 0.65 0.33 50 0.17 9.00 110.00 3.46 0.64 4.10 3.78 100 0.48 10.00 95.00 0.00 0.55 0.55 0.28 50 0.14 11.00 70.00 4.65 0.41 5.06 4.85 150 0.27 12.00 125.00 0.00 0.73 0.73 0.36 50 0.18 13.00 50.00 5.79 0.29 6.08 5.94 150 0.34 14.00 96.00 0.00 0.56 0.56 0.28 50 0.14 15.00 58.00 6.64 0.34 6.98 6.81 150 0.39 16.00 64.00 0.00 0.37 0.37 0.19 50 0.09 17.00 100.00 0.00 0.58 0.58 0.29 50 0.15 18.00 44.00 0.95 0.26 1.21 1.08 75 0.24 19.00 96.00 0.00 0.56 0.56 0.28 50 0.14 20.00 124.00 1.77 0.72 2.49 2.13 75 0.48 21.00 56.00 9.44 0.33 9.77 9.61 150 0.54 22.00 194.00 0.00 1.13 1.13 0.56 50 0.29 23.00 144.00 0.00 0.84 0.84 0.42 50 0.21 24.00 44.00 1.95 0.26 2.21 2.08 75 0.47 25.00 136.00 0.00 0.79 0.79 0.39 50 0.20 26.00 46.00 3.00 0.27 2.98 2.99 100 0.38 27.00 126.00 0.00 0.73 0.73 0.37 50 0.19 28.00 50.00 4.00 0.29 4.29 4.15 100 0.53 29.00 120.00 0.00 0.70 0.70 0.35 50 0.18 30.00 55.00 4.99 0.32 5.31 5.15 150 0.29UNIVERSIDADE PAULISTA LOCAL: ZONA PRESSO: EDSON PAULO CEZRIO JUNIOR ALUNO: DATA: 4/6/2011 EXT. TOTAL (m): 3,141.00 COTA PIEZ. COTA PIEZ. PERDA UNITRIA PERDA MONTANTE JUSANTE (m/m) CARGA (m) (m) (m) 0.00018 0.009 914.914 914.905 0.00058 0.052 914.914 914.861 0.00620 0.298 915.211 914.914 0.00068 0.067 915.211 915.145 0.00284 0.136 915.347 915.211 0.00076 0.079 915.347 915.269 0.00146 0.070 915.418 915.347 0.00087 0.097 915.418 915.320 0.00279 0.306 915.724 915.418 0.00064 0.061 915.724 915.663 0.00061 0.043 915.767 915.724 0.00107 0.133 915.767 915.634 0.00089 0.045 915.812 915.767 0.00065 0.063 915.812 915.749 0.00115 0.067 915.878 915.812 0.00031 0.020 915.344 915.324 0.00071 0.071 915.344 915.274 0.00111 0.049 915.393 915.344 0.00065 0.063 915.393 915.330 0.00391 0.485 915.878 915.393 0.00217 0.122 916.000 915.878 0.00241 0.467 915.176 914.709 0.00139 0.200 915.176 914.976 0.00374 0.164 915.340 915.176 0.00125 0.170 915.340 915.171 0.00181 0.083 915.423 915.340 0.00108 0.136 915.423 915.287 0.00331 0.165 915.589 915.423 0.00099 0.119 915.589 915.470 0.00069 0.038 915.626 915.589CONS. MD. PER CAPTA:POPULAO: Qmx: Qum 0.0058 C: 140.00 COTA DO TERRENO MONTANTE JUSANTE (m) (m) 893.574 893.522 893.574 890.805 893.626 893.574 893.626 885.384 895.905 893.626 895.906 884.766 897.278 895.906 897.278 885.511 900.649 897.278 900.649 892.255 901.641 900.649 901.641 892.310 904.080 901.641 904.080 903.916 904.460 904.080 904.175 903.890 904.175 899.176 904.455 904.175 904.455 900.649 904.460 904.455 905.000 904.460 900.619 893.522 900.619 893.574 902.475 900.619 902.475 893.626 903.150 902.475 903.150 895.906 903.890 903.150 903.890 897.278 903.990 903.89031.00 32.00 33.00 34.00 35.00232.00 116.00 44.00 150.00 0.000.00 6.66 0.00 7.59 18.231.35 0.67 0.26 0.87 0.001.35 7.33 0.26 8.46 18.230.67 7.00 0.13 8.02 18.2350 150 50 150 2000.34 0.40 0.07 0.45 0.580.00335 0.00121 0.00015 0.00156 0.001750.777 0.140 0.007 0.234 0.000915.626 915.766 915.766 916.000 916.000914.849 915.626 915.760 915.766 916.000903.990 904.610 904.610 905.000 905.000898.763 903.990 904.455 904.610 905.000250.00 2,800.00 18.23 K1: 1.50 K2: 1.50 PRESSO DISPONVEL MONTANTE JUSANTE (m.c.a.) (m.c.a.) 21.34 21.38 21.34 24.06 21.59 21.34 21.59 29.76 19.44 21.59 19.44 30.50 18.14 19.44 18.14 29.81 15.08 18.14 15.08 23.41 14.13 15.08 14.13 23.32 11.73 14.13 11.73 11.83 11.42 11.73 11.17 11.43 11.17 16.10 10.94 11.17 10.94 14.68 11.42 10.94 11.00 11.42 14.56 21.19 14.56 21.40 12.87 14.56 12.87 21.54 12.27 12.87 12.27 19.38 11.70 12.27 11.70 18.19 11.64 11.7011.64 11.16 11.16 11.00 11.0016.09 11.64 11.30 11.16 11.00TrechoExtenso (m)Tx de cont. Cont. do Q Lin. trecho (l/s) Mont.(l/s) (l/s.m)Q Jus. (l/s)Dimetro Declividade( (mm) m/m)Cota do terreno (m)Cota do Coletor (m)Prof. Do Coletor (m)Lmina (Y/D)Prof. Singular a Jus. (m)V (m/s)Tenso Trativa (Pa)Vc (m/s)1 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64

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