Calculo Simplificado de rede de esgoto

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<p>Rede de Esgoto</p> <p>Trecho PVs1-2 2-4 3-4 4 - 23 5-6 6-7 7 - 10 8-9 9 - 10 10 - 13 11 - 12 12 - 13 13 - 14 14 - 16 15 - 16 16 - 18 17 - 18 18 - 20 19 - 20 20 - 21 21 - 22 22 - 51 23 - 25 24 - 25 25 - 27 26 - 27 27 - 28 28 - 29 29 - 30 30 - 31 31 - 41 32 - 34 33 - 34 34 - 36 35 - 36 36 - 39 37 - 39 38 - 39 39 - 40 40 - 41 41 - 47 42 - 43 43 - 44 44 - 45 45 - 46 46 - 47 47 - 50 48 - 49 49 - 50 50 - 51 51 - EE Total</p> <p>Comp.(m)</p> <p>Cotaterrenomont. jus.</p> <p>Cotacoletoresmont. 100.11 99.32 100.71 99.92 jus. 99.32 99.12 99.92 99.37 100.90 100.11 101.11 100.48 101.50 100.71</p> <p>Prof. PVsmont. jus. mont. 0.000 0.157 0.000 0.407 0.000 0.157 0.313 0.000 0.157 0.736 0.000 0.157 1.148 2.628 0.000 2.895 0.000 3.132 0.000 3.379 3.542 3.641 0.447 0.000 0.691 0.000 0.934 1.052 1.092 1.255 1.418 0.000 0.000 0.213 0.000 0.405 0.000 0.000 0.717 0.880 2.580 0.000 0.129 0.237 0.356 0.519 3.371 0.000 0.148 3.767 7.512 1.20 1.78 1.78 2.37 1.20 1.20 2.37 2.49 1.20 1.80 1.80 2.40 2.40 2.96 1.20 1.65 1.65 2.11 2.96 3.36 1.20 1.66 1.66 2.13 3.36 3.44 3.44 3.85 1.20 1.60 3.85 3.89 1.20 1.39 3.89 3.97 1.20 1.34 3.97 3.80 3.80 3.71 3.71 3.74 2.49 3.04 1.20 1.43 3.04 3.35 1.20 1.54 3.35 3.80 3.80 3.95 3.95 4.52 4.52 4.65 4.65 5.15 1.20 1.58 1.20 1.90 1.90 2.10 1.20 1.56 2.10 2.28 1.20 1.60 1.20 1.73 2.28 2.55 2.55 2.76 5.15 4.90 1.20 1.59 1.59 1.84 1.84 1.97 1.97 1.79 1.79 1.63 4.90 5.00 1.45 1.20 1.20 1.20 5.00 4.99 4.99 4.66</p> <p>Q (l/s)trecho infilt. jus. 0.157 0.313 0.094 0.447 0.157 0.313 0.422 0.157 0.313 0.835 0.157 0.313 1.188 2.766 0.129 3.003 0.129 3.251 0.129 3.542 3.641 3.706 0.558 0.134 0.800 0.134 1.052 1.092 1.255 1.418 1.537 0.129 0.084 0.321 0.084 0.524 0.084 0.109 0.880 1.043 2.689 0.129 0.237 0.356 0.519 0.682 3.470 0.148 0.297 3.806 7.528 7.528 0.143 0.013 0.143 0.013 0.086 0.008 0.036 0.003 0.143 0.013 0.143 0.013 0.099 0.009 0.143 0.013 0.143 0.013 0.090 0.009 0.143 0.013 0.143 0.013 0.036 0.003 0.127 0.012 0.118 0.011 0.099 0.009 0.118 0.011 0.108 0.010 0.118 0.011 0.149 0.014 0.090 0.009 0.059 0.006 0.101 0.010 0.122 0.011 0.099 0.009 0.122 0.011 0.108 0.010 0.036 0.003 0.149 0.014 0.149 0.014 0.108 0.010 0.118 0.011 0.077 0.007 0.099 0.009 0.077 0.007 0.108 0.010 0.077 0.007 0.099 0.009 0.149 0.014 0.149 0.014 0.099 0.009 0.118 0.011 0.099 0.009 0.108 0.010 0.149 0.014 0.149 0.014 0.090 0.009 0.136 0.013 0.136 0.013 0.036 0.003 0.000 0.016 6.990 0.538</p> <p>calc(mm) 35 45 29 52 35 45 51 35 45 65 35 45 74 102 32 105 32 109 32 112 113 114 56 33 64 33 71 72 76 80 82 32 28 46 28 55 28 30 67 71 101 32 41 47 55 60 111 34 44 115 149</p> <p>comercial Iterreno(mm) 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 (m/m) 0.0026 0.0026 0.0133 0.0040 0.0025 0.0025 0.0043 0.0043 0.0020 0.0042 0.0042 0.0060 0.0041 0.0038 0.0093 0.0071 0.0087 0.0078 0.0120 0.0118 0.0092 0.0002 0.0066 0.0044 0.0050 0.0025 0.0025 0.0030 0.0085 0.0017 0.0042 0.0063 0.0016 0.0072 0.0007 0.0004 0.0067 0.0074 0.0145 0.0040 0.0055 0.0078 0.0122 0.0119 0.0080 0.0133 0.0147 0.0105 0.0133</p> <p>Icoletores(m/m) 0.01 0.01 0.013 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.015 0.01 0.01</p> <p>79.25 102.10 101.89 79.25 101.89 101.68 47.50 102.31 101.68 20.00 101.68 101.60 79.25 102.70 102.51 79.25 102.51 102.31 55.00 102.31 102.32 79.25 103.00 102.66 79.25 102.66 102.32 50.00 102.32 102.22 79.25 102.88 102.55 79.25 102.55 102.22 20.00 102.22 102.10 70.00 102.10 101.81 65.00 102.06 101.81 55.00 101.81 101.30 65.00 101.76 101.30 60.00 101.30 100.78 65.00 101.29 100.78 82.50 100.78 50.00 32.50 99.79 99.20 99.79 99.20 98.90</p> <p>150 -0.0002</p> <p>101.80 101.01 101.01 100.22 99.37 98.87 101.68 100.89 100.89 100.10 98.87 98.67 97.97 100.56 97.42 100.09 96.82 95.99 95.49 99.12 98.56 100.49 98.01 97.41 97.21 96.38 95.56 98.67 97.97 97.42 99.91 96.82 99.44 95.99 95.49 95.17 98.56 98.01 99.82 97.41 97.21 96.38 95.56 94.96</p> <p>100.86 100.21</p> <p>56.00 101.60 101.59 67.50 102.04 101.59 55.00 101.59 101.35 67.50 101.69 101.35 60.00 101.35 101.20 20.00 101.20 101.15 82.50 101.15 100.90 82.50 100.90 100.20 60.00 100.20 100.10 65.00 102.31 102.04 42.50 101.76 102.04 55.00 102.04 101.69 42.50 101.76 101.69 60.00 101.69 101.26 42.50 101.29 101.26 55.00 101.28 101.26 82.50 101.26 100.71 82.50 100.71 100.10 55.00 100.10 99.30 65.00 102.32 102.06 55.00 102.06 101.76 60.00 101.76 101.29 82.50 101.29 100.28 82.50 100.28 50.00 99.30 99.30 98.90 98.90 98.69 97.40</p> <p>100.84 100.16</p> <p>101.11 100.46 100.56 100.14 100.14 99.59 100.09 100.08 98.99 98.16 94.96 100.47 99.92 99.32 98.50 94.41 99.55 98.80 93.91 93.71 99.59 98.99 99.67 99.53 98.16 97.34 94.41 99.92 99.32 98.50 97.67 93.91 98.80 97.70 93.71 92.74 100.56 100.14</p> <p>150 -0.0065</p> <p>101.12 100.47</p> <p>75.00 101.00 100.00 75.00 100.00 20.00 96.70 3166.70 98.90 98.69</p> <p>Profundidade mnima dos PVs: Profundidade mxima dos PVs: Qc,max Qc,max/m Qi,max (infilt.) Infiltracao/m: Comprimento da rede coletora: Tubulao de 150 mm:</p> <p>1.20 m 5.00 m 5.55 l/s 0.0018 l/s.m 0.54 l/s 0.00017 l/s.m 3070.00 m 3070.00 m</p> <p>Inclinao mnima: Rugosidade do tubo: Qexpanso: Dimetro mnimo: Comprimento total da rede:</p> <p>0.01 m/m 0.01 1.44 l/s 150 mm 3166.70 m</p> <p>Qexpanso: a vazo originaria da rea de expanso.</p> <p>PVs5-6 6-7 7 - 10 32 - 34 34 - 36 33 - 34 36 - 39 39 - 40 40 - 41 41 - 47</p> <p>Trecho PVmon.5 6 7 32 34 33 36 39 40 41 41</p> <p>Corte longitudinal Comp. cota - terreno - coletores Profund. PVs Cota(m) 79.25 79.25 5.00 65.00 0.00 55.00 60.00 82.50 82.50 0.00 acumul. 0.00 79.25 158.50 163.50 228.50 228.50 283.50 343.50 426.00 508.50 508.50 mont. 102.70 102.51 102.31 102.31 102.04 102.04 101.69 101.26 100.71 100.10 100.10 mont. 101.50 100.71 99.92 101.11 100.46 100.14 99.59 98.99 98.16 97.34 94.96 mont. 1.50 1.80 2.40 1.20 1.90 1.20 2.10 2.27 2.55 2.76 5.21 jus. 1.80 2.40 2.96 1.58 2.10 1.90 2.27 2.55 2.76 5.21 4.90 101.50 100.71 99.92 101.11 100.46 100.14 99.59 98.99 98.16 97.34 94.96</p> <p>Perfil LongitudinalRua Luiz Eduardo</p> <p>102.75 102.50 102.25 102.00 101.75 101.50 101.25 101.00 100.75 100.50 100.25 100.00 99.75 99.50 99.25 99.00 98.75 98.50 98.25 98.00 97.75 97.50 97.25 97.00 96.75 96.50 96.25 96.00 95.75 95.50 95.25 95.00 94.75 0.00</p> <p>Cotas (m)</p> <p>25.00</p> <p>50.00</p> <p>75.00</p> <p>100.0 0</p> <p>125.0 0</p> <p>150.0 0</p> <p>175.0 0</p> <p>200.0 0</p> <p>225.0 0</p> <p>250.0 0</p> <p>275.0 0</p> <p>300.0 0</p> <p>325.0 0</p> <p>350.0 0</p> <p>375.0 0</p> <p>400.0 0</p> <p>425.0 0</p> <p>450.0 0</p> <p>475.0 0</p> <p>500.0 0</p> <p>525.0 0</p> <p>Distncias (m) Column E Column J Column K</p>