Transcript
Page 1: Calculo Simplificado de rede de esgoto

Rede de Esgoto

Trecho Comp. Prof. PVs Q (l/s)

PVs (m) mont. jus. mont. jus. mont. jus. mont. trecho infilt. jus. (mm) (mm) (m/m) (m/m)

1 - 2 79.25 102.10 101.89 100.90 100.11 1.20 1.78 0.000 0.143 0.013 0.157 35 150 0.0026 0.01

2 - 4 79.25 101.89 101.68 100.11 99.31 1.78 2.37 0.157 0.143 0.013 0.313 45 150 0.0026 0.01

3 - 4 47.50 102.31 101.68 101.11 100.48 1.20 1.20 0.000 0.086 0.008 0.094 29 150 0.0133 0.013

4 - 23 20.00 101.68 101.60 99.31 99.11 2.37 2.49 0.407 0.036 0.003 0.447 52 150 0.0040 0.01

5 - 6 79.25 102.70 102.51 101.50 100.71 1.20 1.80 0.000 0.143 0.013 0.157 35 150 0.0025 0.01

6 - 7 79.25 102.51 102.31 100.71 99.91 1.80 2.40 0.157 0.143 0.013 0.313 45 150 0.0025 0.01

7 - 10 55.00 102.31 102.32 99.91 99.37 2.40 2.95 0.313 0.099 0.009 0.422 51 150 -0.0002 0.01

8 - 9 79.25 103.00 102.66 101.80 101.01 1.20 1.65 0.000 0.143 0.013 0.157 35 150 0.0043 0.01

9 - 10 79.25 102.66 102.32 101.01 100.21 1.65 2.11 0.157 0.143 0.013 0.313 45 150 0.0043 0.01

10 - 13 50.00 102.32 102.22 99.37 98.87 2.95 3.36 0.736 0.090 0.009 0.835 65 150 0.0020 0.01

11 - 12 79.25 102.88 102.55 101.68 100.89 1.20 1.66 0.000 0.143 0.013 0.157 35 150 0.0042 0.01

12 - 13 79.25 102.55 102.22 100.89 100.09 1.66 2.13 0.157 0.143 0.013 0.313 45 150 0.0042 0.01

13 - 14 20.00 102.22 102.10 98.87 98.66 3.36 3.44 1.148 0.036 0.003 1.188 74 150 0.0060 0.01

14 - 16 70.00 102.10 101.81 98.66 97.96 3.44 3.85 2.628 0.127 0.012 2.766 102 150 0.0041 0.01

15 - 16 65.00 102.06 101.81 100.86 100.21 1.20 1.60 0.000 0.118 0.011 0.129 32 150 0.0038 0.01

16 - 18 55.00 101.81 101.30 97.96 97.41 3.85 3.89 2.895 0.099 0.009 3.003 105 150 0.0093 0.01

17 - 18 65.00 101.76 101.30 100.56 99.91 1.20 1.39 0.000 0.118 0.011 0.129 32 150 0.0071 0.01

18 - 20 60.00 101.30 100.78 97.41 96.82 3.89 3.97 3.132 0.108 0.010 3.251 109 150 0.0087 0.01

19 - 20 65.00 101.29 100.78 100.09 99.44 1.20 1.34 0.000 0.118 0.011 0.129 32 150 0.0078 0.01

20 - 21 82.50 100.78 99.79 96.82 95.99 3.97 3.80 3.379 0.149 0.014 3.542 112 150 0.0120 0.01

21 - 22 50.00 99.79 99.20 95.99 95.49 3.80 3.71 3.542 0.090 0.009 3.641 113 150 0.0118 0.01

22 - 51 32.50 99.20 98.90 95.49 95.16 3.71 3.74 3.641 0.059 0.006 3.706 114 150 0.0092 0.01

23 - 25 56.00 101.60 101.59 99.11 98.55 2.49 3.04 0.447 0.101 0.010 0.558 56 150 0.0002 0.01

24 - 25 67.50 102.04 101.59 100.84 100.16 1.20 1.43 0.000 0.122 0.011 0.134 33 150 0.0066 0.01

25 - 27 55.00 101.59 101.35 98.55 98.00 3.04 3.35 0.691 0.099 0.009 0.800 64 150 0.0044 0.01

26 - 27 67.50 101.69 101.35 100.49 99.82 1.20 1.53 0.000 0.122 0.011 0.134 33 150 0.0050 0.01

27 - 28 60.00 101.35 101.20 98.00 97.40 3.35 3.80 0.934 0.108 0.010 1.052 71 150 0.0025 0.01

28 - 29 20.00 101.20 101.15 97.40 97.20 3.80 3.95 1.052 0.036 0.003 1.092 72 150 0.0025 0.01

29 - 30 82.50 101.15 100.90 97.20 96.38 3.95 4.52 1.092 0.149 0.014 1.255 76 150 0.0030 0.01

30 - 31 82.50 100.90 100.20 96.38 95.55 4.52 4.65 1.255 0.149 0.014 1.418 80 150 0.0085 0.01

31 - 41 60.00 100.20 100.10 95.55 94.95 4.65 5.15 1.418 0.108 0.010 1.537 82 150 0.0017 0.01

32 - 34 65.00 102.31 102.04 101.11 100.46 1.20 1.58 0.000 0.118 0.011 0.129 32 150 0.0042 0.01

33 - 34 42.50 101.76 102.04 100.56 100.14 1.20 1.90 0.000 0.077 0.007 0.084 28 150 -0.0065 0.01

34 - 36 55.00 102.04 101.69 100.14 99.59 1.90 2.10 0.213 0.099 0.009 0.321 46 150 0.0063 0.01

35 - 36 42.50 101.76 101.69 100.56 100.14 1.20 1.55 0.000 0.077 0.007 0.084 28 150 0.0016 0.01

36 - 39 60.00 101.69 101.26 99.59 98.99 2.10 2.27 0.405 0.108 0.010 0.524 55 150 0.0072 0.01

37 - 39 42.50 101.29 101.26 100.09 99.67 1.20 1.59 0.000 0.077 0.007 0.084 28 150 0.0007 0.01

38 - 39 55.00 101.28 101.26 100.08 99.53 1.20 1.73 0.000 0.099 0.009 0.109 30 150 0.0004 0.01

39 - 40 82.50 101.26 100.71 98.99 98.16 2.27 2.55 0.717 0.149 0.014 0.880 67 150 0.0067 0.01

40 - 41 82.50 100.71 100.10 98.16 97.34 2.55 2.76 0.880 0.149 0.014 1.043 71 150 0.0074 0.01

41 - 47 55.00 100.10 99.30 94.95 94.40 5.15 4.90 2.580 0.099 0.009 2.689 101 150 0.0145 0.01

42 - 43 65.00 102.32 102.06 101.12 100.47 1.20 1.59 0.000 0.118 0.011 0.129 32 150 0.0040 0.01

43 - 44 55.00 102.06 101.76 100.47 99.92 1.59 1.84 0.129 0.099 0.009 0.237 41 150 0.0055 0.01

44 - 45 60.00 101.76 101.29 99.92 99.32 1.84 1.97 0.237 0.108 0.010 0.356 47 150 0.0078 0.01

45 - 46 82.50 101.29 100.28 99.32 98.49 1.97 1.79 0.356 0.149 0.014 0.519 55 150 0.0122 0.01

46 - 47 82.50 100.28 99.30 98.49 97.67 1.79 1.63 0.519 0.149 0.014 0.682 60 150 0.0119 0.01

47 - 50 50.00 99.30 98.90 94.40 93.90 4.90 5.00 3.371 0.090 0.009 3.470 111 150 0.0080 0.01

48 - 49 75.00 101.00 100.00 99.55 98.80 1.45 1.20 0.000 0.136 0.013 0.148 34 150 0.0133 0.01

49 - 50 75.00 100.00 98.90 98.80 97.70 1.20 1.20 0.148 0.136 0.013 0.297 44 150 0.0147 0.015

50 - 51 20.00 98.90 98.69 93.90 93.70 5.00 4.99 3.767 0.036 0.003 3.806 115 150 0.0105 0.01

51 - EE 96.70 98.69 97.40 93.70 92.74 4.99 4.66 7.512 0.000 0.016 7.528 149 150 0.0133 0.01

Total 3166.70 6.990 0.538 7.528

Profundidade mínima dos PVs: 1.20 m Inclinação mínima: 0.01 m/m

Profundidade máxima dos PVs: 5.00 m Rugosidade do tubo: 0.013

5.55 l/s 1.44 l/s

0.0018 l/s.m Diâmetro mínimo: 150 mm

0.54 l/s Comprimento total da rede: 3166.70 m

Infiltracao/m: 0.00017 l/s.m

Comprimento da rede coletora: 3070.00 m

3070.00 m

Cotaterreno Cotacoletores fcalc fcomercial Iterreno Icoletores

Qc,max Qexpansão:

Qc,max/m

Qi,max (infilt.)

Tubulação de f 150 mm:

Qexpansão: é a vazão originaria da área de expansão.

K16
Adicionamento à vazão uma carga pontual de esgoto devido ao crescimento populacional: Qadicionar = D67
Page 2: Calculo Simplificado de rede de esgoto

Corte longitudinalTrecho Comp. cota - terrenoCota - coletores Profund. PVs

PVs (m) acumul. mont. mont. mont. jus.

5 - 6 5 0.00 102.70 101.50 1.50 1.80 101.50

6 - 7 6 79.25 79.25 102.51 100.71 1.80 2.40 100.71

7 - 10 7 79.25 158.50 102.31 99.91 2.40 2.96 99.92

32 - 34 32 5.00 163.50 102.31 101.11 1.20 1.58 101.11

34 - 36 34 65.00 228.50 102.04 100.46 1.90 2.10 100.46

33 - 34 33 0.00 228.50 102.04 100.14 1.20 1.90 100.14

36 - 39 36 55.00 283.50 101.69 99.59 2.10 2.27 99.59

39 - 40 39 60.00 343.50 101.26 98.99 2.27 2.55 98.99

40 - 41 40 82.50 426.00 100.71 98.16 2.55 2.76 98.16

41 - 47 41 82.50 508.50 100.10 97.34 2.76 5.21 97.34

41 0.00 508.50 100.10 94.95 5.21 4.90 94.96

PVmon.

Page 3: Calculo Simplificado de rede de esgoto

Perfil LongitudinalRua Luiz Eduardo

0.00 100.00 200.00 300.00 400.00 500.00 600.00

90.00

92.00

94.00

96.00

98.00

100.00

102.00

104.00

Terreno Column J Column KDistâncias (m)

Co

tas

(m

)


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