20
PLANILHA DE CÁLCULO HIDRÁULICO SISTEMAS DE ESGOTOS SANITÁRIOS FOLHA A.S.E.S. CHOPINZINHO - INTERCEPTOR PROJETADO 1 Taxa de Contr.do Vazão a Vazão a Cota do Cota do Prof. do Lâmina Vi Contr. Lin. Trecho Montante Jusante Terreno Coletor Coletor Líquida (m/s) Tensão Vc observações PVm - PVj Extensão ( l / s km ) ( l / s ) ( l / s ) ( l / s ) Diâmetro Declividade ( m ) ( m ) ( m ) (Y/D) Trativa (Trecho) ( m ) Inicial Inicial Inicial Inicial ( mm ) ( m/m ) Inicial Inicial Inicial Inicial Vf (Pa) (m/s) (BACIAS) Final Final Final Final Final Final Final Final (m/s) 6 98.00 0.10 0.0098 8.07 8.08 250 0.0011 670.440 668.670 1.770 #VALUE! #VALUE! #VALUE! #VALUE! 1/2.C1+C3+C4 5 0.10 0.0098 17.15 17.16 250 671.840 668.560 3.280 #VALUE! #VALUE! 5 34.00 0.10 0.0034 8.08 8.08 250 0.0241 671.840 668.560 3.280 #VALUE! #VALUE! #VALUE! #VALUE! 4 0.10 0.0034 17.16 17.16 250 668.880 667.740 1.140 #VALUE! #VALUE! 4 86.12 0.10 0.0086 8.08 8.09 250 0.0070 668.880 667.740 1.140 #VALUE! #VALUE! #VALUE! #VALUE! 2 0.10 0.0086 17.16 17.17 250 668.990 667.140 1.850 #VALUE! #VALUE! 2 51.00 0.10 0.0051 8.09 8.09 250 0.0069 668.990 667.140 1.850 #VALUE! #VALUE! #VALUE! #VALUE! 1 0.10 0.0051 17.17 17.18 250 669.060 666.790 2.270 #VALUE! #VALUE! 1 20.00 0.10 0.0020 8.09 8.10 250 0.0070 669.060 666.790 2.270 #VALUE! #VALUE! #VALUE! #VALUE! 30 0.10 0.0020 17.18 17.18 250 670.240 666.650 3.590 #VALUE! #VALUE! 30 27.70 0.10 0.0028 11.65 11.65 250 0.0060 684.167 682.550 1.617 #VALUE! #VALUE! #VALUE! #VALUE! C1+C2+C3+C4 29 0.10 0.0028 30.29 30.29 250 686.647 682.384 4.263 #VALUE! #VALUE! entra: 1/2.C1+C2 29 2.16 0.10 0.0002 11.65 11.65 250 0.0060 686.647 682.384 4.263 #VALUE! #VALUE! #VALUE! #VALUE! 28 0.10 0.0002 30.29 30.29 250 686.234 682.371 3.863 #VALUE! #VALUE! 28 38.68 0.10 0.0039 11.65 11.66 250 0.0060 686.234 682.371 3.863 #VALUE! #VALUE! #VALUE! #VALUE! 27 0.10 0.0039 30.29 30.30 250 684.576 682.139 2.437 #VALUE! #VALUE! 27 113.04 0.10 0.0113 11.66 11.67 250 0.0060 684.576 682.139 2.437 #VALUE! #VALUE! #VALUE! #VALUE! 26 0.10 0.0113 30.30 30.31 250 682.911 681.461 1.450 #VALUE! #VALUE! 26 55.38 0.10 0.0055 11.67 11.67 250 0.0060 682.911 681.461 1.450 #VALUE! #VALUE! #VALUE! #VALUE! 25 0.10 0.0055 30.31 30.31 250 683.984 681.129 2.855 #VALUE! #VALUE! 25 29.85 0.10 0.0030 11.67 11.67 250 0.0060 683.984 681.129 2.855 #VALUE! #VALUE! #VALUE! #VALUE! 22 0.10 0.0030 30.31 30.32 250 684.032 680.950 3.082 #VALUE! #VALUE! 22 42.15 0.10 0.0042 11.67 11.68 250 0.0060 684.032 680.950 3.082 #VALUE! #VALUE! #VALUE! #VALUE! 21 0.10 0.0042 30.32 30.32 250 685.214 680.697 4.517 #VALUE! #VALUE! 21 66.82 0.10 0.0067 11.68 11.69 250 0.0060 685.214 680.697 4.517 #VALUE! #VALUE! #VALUE! #VALUE! 20 0.10 0.0067 30.32 30.33 250 685.054 680.296 4.758 #VALUE! #VALUE! 20 84.02 0.10 0.0084 11.69 11.69 250 0.1296 685.054 680.296 4.758 #VALUE! #VALUE! #VALUE! #VALUE! 19 0.10 0.0084 30.33 30.33 250 670.087 669.411 0.676 #VALUE! #VALUE! 19 91.38 0.10 0.0091 11.69 11.70 250 0.0060 670.087 669.411 0.676 #VALUE! #VALUE! #VALUE! #VALUE! 18 0.10 0.0091 30.33 30.34 250 669.603 668.863 0.740 #VALUE! #VALUE! 18 42.36 0.10 0.0042 12.71 12.71 250 0.0060 669.603 668.863 0.740 #VALUE! #VALUE! #VALUE! #VALUE! C1+C2+C3+C4+1/8.C5 17 0.10 0.0042 32.12 32.12 250 669.208 668.609 0.599 #VALUE! #VALUE! entra: 1/8.C5 17 26.27 0.10 0.0026 12.71 12.71 250 0.0993 669.208 668.609 0.599 #VALUE! #VALUE! #VALUE! #VALUE! 10A 0.10 0.0026 32.12 32.13 250 667.409 666.000 1.409 #VALUE! #VALUE! 10A 36.26 0.10 0.0036 12.71 12.72 250 0.0276 667.409 666.000 1.409 #VALUE! #VALUE! #VALUE! #VALUE! 10 0.10 0.0036 32.13 32.13 250 667.084 665.000 2.084 #VALUE! #VALUE! 10 114.68 0.10 0.0115 12.72 12.73 250 0.0106 667.084 665.000 2.084 #VALUE! #VALUE! #VALUE! #VALUE! 9 0.10 0.0115 32.13 32.14 250 665.471 663.782 1.689 #VALUE! #VALUE! 9 98.05 0.10 0.0098 12.73 12.74 250 0.0060 665.471 663.782 1.689 #VALUE! #VALUE! #VALUE! #VALUE! 8 0.10 0.0098 32.14 32.15 250 665.155 663.194 1.961 #VALUE! #VALUE! 8 38.34 0.10 0.0038 12.74 12.74 250 0.0060 665.155 663.194 1.961 #VALUE! #VALUE! #VALUE! #VALUE! 7 0.10 0.0038 32.15 32.16 250 664.894 662.964 1.930 #VALUE! #VALUE! 7 69.18 0.10 0.0069 12.74 12.75 250 0.0060 664.894 662.964 1.930 #VALUE! #VALUE! #VALUE! #VALUE! 6 0.10 0.0069 32.16 32.16 250 664.165 662.549 1.616 #VALUE! #VALUE! 6 30.22 0.10 0.0030 12.75 12.75 250 0.0060 664.165 662.549 1.616 #VALUE! #VALUE! #VALUE! #VALUE! 5 0.10 0.0030 32.16 32.17 250 663.715 662.368 1.347 #VALUE! #VALUE! 5 15.45 0.10 0.0015 12.75 12.75 250 0.0060 663.715 662.368 1.347 #VALUE! #VALUE! #VALUE! #VALUE! 4 0.10 0.0015 32.17 32.17 250 662.620 662.275 0.345 #VALUE! #VALUE! 4 56.28 0.10 0.0056 12.75 12.76 250 0.0060 662.620 662.275 0.345 #VALUE! #VALUE! #VALUE! #VALUE! 3 0.10 0.0056 32.17 32.17 250 663.177 661.937 1.240 #VALUE! #VALUE! 3 27.99 0.10 0.0028 12.76 12.76 250 0.0060 663.177 661.937 1.240 #VALUE! #VALUE! #VALUE! #VALUE! 2 0.10 0.0028 32.17 32.18 250 662.935 661.769 1.166 #VALUE! #VALUE! 2 10.76 0.10 0.0011 12.76 12.76 250 0.0060 662.935 661.769 1.166 #VALUE! #VALUE! #VALUE! #VALUE! 1 0.10 0.0011 32.18 32.18 250 663.381 661.704 1.677 #VALUE! #VALUE! 1 23.96 0.10 0.0024 12.76 12.76 250 0.0060 663.381 661.704 1.677 #VALUE! #VALUE! #VALUE! #VALUE! PV-EX5 0.10 0.0024 32.18 32.18 250 663.711 661.560 2.151 #VALUE! #VALUE!

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Page 1: DIMENSIONAMENTO DE INTERCEPTORES.xls

PLANILHA DE CÁLCULO HIDRÁULICO SISTEMAS DE ESGOTOS SANITÁRIOS FOLHA

A.S.E.S. CHOPINZINHO - INTERCEPTOR PROJETADO 1

Taxa de Contr.do Vazão a Vazão a Cota do Cota do Prof. do Lâmina ViContr. Lin. Trecho Montante Jusante Terreno Coletor Coletor Líquida (m/s) Tensão Vc observações

PVm - PVj Extensão ( l / s km ) ( l / s ) ( l / s ) ( l / s ) Diâmetro Declividade ( m ) ( m ) ( m ) (Y/D) Trativa(Trecho) ( m ) Inicial Inicial Inicial Inicial ( mm ) ( m/m ) Inicial Inicial Inicial Inicial Vf (Pa) (m/s) (BACIAS)

Final Final Final Final Final Final Final Final (m/s)6 98.00 0.10 0.0098 8.07 8.08 250 0.0011 670.440 668.670 1.770 #VALUE! #VALUE! #VALUE! #VALUE! 1/2.C1+C3+C45 0.10 0.0098 17.15 17.16 250 671.840 668.560 3.280 #VALUE! #VALUE!5 34.00 0.10 0.0034 8.08 8.08 250 0.0241 671.840 668.560 3.280 #VALUE! #VALUE! #VALUE! #VALUE!4 0.10 0.0034 17.16 17.16 250 668.880 667.740 1.140 #VALUE! #VALUE!4 86.12 0.10 0.0086 8.08 8.09 250 0.0070 668.880 667.740 1.140 #VALUE! #VALUE! #VALUE! #VALUE!2 0.10 0.0086 17.16 17.17 250 668.990 667.140 1.850 #VALUE! #VALUE!2 51.00 0.10 0.0051 8.09 8.09 250 0.0069 668.990 667.140 1.850 #VALUE! #VALUE! #VALUE! #VALUE!1 0.10 0.0051 17.17 17.18 250 669.060 666.790 2.270 #VALUE! #VALUE!1 20.00 0.10 0.0020 8.09 8.10 250 0.0070 669.060 666.790 2.270 #VALUE! #VALUE! #VALUE! #VALUE!30 0.10 0.0020 17.18 17.18 250 670.240 666.650 3.590 #VALUE! #VALUE!30 27.70 0.10 0.0028 11.65 11.65 250 0.0060 684.167 682.550 1.617 #VALUE! #VALUE! #VALUE! #VALUE! C1+C2+C3+C429 0.10 0.0028 30.29 30.29 250 686.647 682.384 4.263 #VALUE! #VALUE! entra: 1/2.C1+C229 2.16 0.10 0.0002 11.65 11.65 250 0.0060 686.647 682.384 4.263 #VALUE! #VALUE! #VALUE! #VALUE!28 0.10 0.0002 30.29 30.29 250 686.234 682.371 3.863 #VALUE! #VALUE!28 38.68 0.10 0.0039 11.65 11.66 250 0.0060 686.234 682.371 3.863 #VALUE! #VALUE! #VALUE! #VALUE!27 0.10 0.0039 30.29 30.30 250 684.576 682.139 2.437 #VALUE! #VALUE!27 113.04 0.10 0.0113 11.66 11.67 250 0.0060 684.576 682.139 2.437 #VALUE! #VALUE! #VALUE! #VALUE!26 0.10 0.0113 30.30 30.31 250 682.911 681.461 1.450 #VALUE! #VALUE!26 55.38 0.10 0.0055 11.67 11.67 250 0.0060 682.911 681.461 1.450 #VALUE! #VALUE! #VALUE! #VALUE!25 0.10 0.0055 30.31 30.31 250 683.984 681.129 2.855 #VALUE! #VALUE!25 29.85 0.10 0.0030 11.67 11.67 250 0.0060 683.984 681.129 2.855 #VALUE! #VALUE! #VALUE! #VALUE!22 0.10 0.0030 30.31 30.32 250 684.032 680.950 3.082 #VALUE! #VALUE!22 42.15 0.10 0.0042 11.67 11.68 250 0.0060 684.032 680.950 3.082 #VALUE! #VALUE! #VALUE! #VALUE!21 0.10 0.0042 30.32 30.32 250 685.214 680.697 4.517 #VALUE! #VALUE!21 66.82 0.10 0.0067 11.68 11.69 250 0.0060 685.214 680.697 4.517 #VALUE! #VALUE! #VALUE! #VALUE!20 0.10 0.0067 30.32 30.33 250 685.054 680.296 4.758 #VALUE! #VALUE!20 84.02 0.10 0.0084 11.69 11.69 250 0.1296 685.054 680.296 4.758 #VALUE! #VALUE! #VALUE! #VALUE!19 0.10 0.0084 30.33 30.33 250 670.087 669.411 0.676 #VALUE! #VALUE!19 91.38 0.10 0.0091 11.69 11.70 250 0.0060 670.087 669.411 0.676 #VALUE! #VALUE! #VALUE! #VALUE!18 0.10 0.0091 30.33 30.34 250 669.603 668.863 0.740 #VALUE! #VALUE!18 42.36 0.10 0.0042 12.71 12.71 250 0.0060 669.603 668.863 0.740 #VALUE! #VALUE! #VALUE! #VALUE! C1+C2+C3+C4+1/8.C517 0.10 0.0042 32.12 32.12 250 669.208 668.609 0.599 #VALUE! #VALUE! entra: 1/8.C517 26.27 0.10 0.0026 12.71 12.71 250 0.0993 669.208 668.609 0.599 #VALUE! #VALUE! #VALUE! #VALUE!

10A 0.10 0.0026 32.12 32.13 250 667.409 666.000 1.409 #VALUE! #VALUE!10A 36.26 0.10 0.0036 12.71 12.72 250 0.0276 667.409 666.000 1.409 #VALUE! #VALUE! #VALUE! #VALUE!10 0.10 0.0036 32.13 32.13 250 667.084 665.000 2.084 #VALUE! #VALUE!10 114.68 0.10 0.0115 12.72 12.73 250 0.0106 667.084 665.000 2.084 #VALUE! #VALUE! #VALUE! #VALUE!9 0.10 0.0115 32.13 32.14 250 665.471 663.782 1.689 #VALUE! #VALUE!9 98.05 0.10 0.0098 12.73 12.74 250 0.0060 665.471 663.782 1.689 #VALUE! #VALUE! #VALUE! #VALUE!8 0.10 0.0098 32.14 32.15 250 665.155 663.194 1.961 #VALUE! #VALUE!8 38.34 0.10 0.0038 12.74 12.74 250 0.0060 665.155 663.194 1.961 #VALUE! #VALUE! #VALUE! #VALUE!7 0.10 0.0038 32.15 32.16 250 664.894 662.964 1.930 #VALUE! #VALUE!7 69.18 0.10 0.0069 12.74 12.75 250 0.0060 664.894 662.964 1.930 #VALUE! #VALUE! #VALUE! #VALUE!6 0.10 0.0069 32.16 32.16 250 664.165 662.549 1.616 #VALUE! #VALUE!6 30.22 0.10 0.0030 12.75 12.75 250 0.0060 664.165 662.549 1.616 #VALUE! #VALUE! #VALUE! #VALUE!5 0.10 0.0030 32.16 32.17 250 663.715 662.368 1.347 #VALUE! #VALUE!5 15.45 0.10 0.0015 12.75 12.75 250 0.0060 663.715 662.368 1.347 #VALUE! #VALUE! #VALUE! #VALUE!4 0.10 0.0015 32.17 32.17 250 662.620 662.275 0.345 #VALUE! #VALUE!4 56.28 0.10 0.0056 12.75 12.76 250 0.0060 662.620 662.275 0.345 #VALUE! #VALUE! #VALUE! #VALUE!3 0.10 0.0056 32.17 32.17 250 663.177 661.937 1.240 #VALUE! #VALUE!3 27.99 0.10 0.0028 12.76 12.76 250 0.0060 663.177 661.937 1.240 #VALUE! #VALUE! #VALUE! #VALUE!2 0.10 0.0028 32.17 32.18 250 662.935 661.769 1.166 #VALUE! #VALUE!2 10.76 0.10 0.0011 12.76 12.76 250 0.0060 662.935 661.769 1.166 #VALUE! #VALUE! #VALUE! #VALUE!1 0.10 0.0011 32.18 32.18 250 663.381 661.704 1.677 #VALUE! #VALUE!1 23.96 0.10 0.0024 12.76 12.76 250 0.0060 663.381 661.704 1.677 #VALUE! #VALUE! #VALUE! #VALUE!

PV-EX5 0.10 0.0024 32.18 32.18 250 663.711 661.560 2.151 #VALUE! #VALUE!

Page 2: DIMENSIONAMENTO DE INTERCEPTORES.xls

1140.98

A.S.E.S. CHOPINZINHO - INTERCEPTORES (VAZÕES)

VAZÕES DE CONTRIBUIÇÃO DAS BACIAS

Início de plano (l/s) Fim de plano (l/s) Vazões (l/s)

Sanitária Infilt. Sanitária Infilt. Inicial Final

C1 0.67 0.55 3.71 1.27 1.55 8.51 1.31

C2 0.68 1.75 3.51 2.01 2.78 8.85

C3 0.60 0.82 0.88 0.97 1.72 2.69

C4 1.82 2.84 3.45 3.48 5.57 10.20

C5 1.61 5.60 4.31 5.81 8.01 14.22

C6 0.09 0.01 0.36 0.04 0.15 0.74

C7 2.23 0.31 5.59 1.59 3.65 12.48

C8 0.69 1.82 0.98 1.87 2.84 3.78

C9 1.83 0.96 4.46 1.77 3.70 10.46

Total 29.97 71.94

k1 1.30k2 1.50k3 0.50

- FONTE:

Arquivo Morto SANEPAR, caixas 855 e 856.

Fórmula de ManningEscoamento à 3/4 de seção:- DN 250 - 0,0060 - 42,00 l/s- DN 300 - 0,0080 - 78,87 l/s- DN 400 - 0,0035 - 112,35 l/s- DN 400 - 0,0040 - 120,11 l/s

Qini Qini = (k2.Qi) + Inf

Qfin Qfin = (k1.k2.Qi) + Inf

- ESTUDO DE CONCEPÇÃO SES CHOPINZINHO, Dalcon Engenharia e Consultoria Ltda, Março/2003.

Page 3: DIMENSIONAMENTO DE INTERCEPTORES.xls

Vazões de Dimensionamento para a Sub-Bacia 01

POP. % POP. EXT. EXT. VAZÕES (l/s)

ANO (hab) AT. ATEND. EXIST. PROJ. INF. SAN. MÉDIA MÁX MÁX MIN.

(hab) (m) (m) TOTAL DIA HORA TOTAL

2002 963 0 0 740 0 0.37 0.00 0.37 0.37 0.37 0.37

2003 1,007 0 0 740 0 0.37 0.00 0.37 0.37 0.37 0.37

2004 1,052 50 526 740 1,752 0.55 0.67 1.21 1.42 1.85 0.88

2005 1,070 51 551 740 2,116 0.58 0.70 1.28 1.49 1.95 0.93

2006 1,089 53 577 740 2,481 0.62 0.73 1.35 1.57 2.05 0.99

2007 1,107 55 605 740 2,845 0.65 0.77 1.42 1.66 2.16 1.04

2008 1,126 56 633 740 3,209 0.69 0.81 1.50 1.74 2.26 1.09

2009 1,145 58 663 740 3,574 0.73 0.84 1.57 1.82 2.37 1.15

2010 1,163 60 694 740 3,938 0.76 0.88 1.65 1.91 2.49 1.21

2011 1,182 61 726 740 4,302 0.80 0.92 1.72 2.00 2.60 1.26

2012 1,201 63 759 740 4,667 0.84 0.97 1.80 2.09 2.72 1.32

2013 1,219 65 794 740 5,031 0.87 1.01 1.88 2.19 2.84 1.38

2014 1,238 67 830 740 5,395 0.91 1.06 1.97 2.28 2.97 1.44

2015 1,438 69 993 740 5,760 0.95 1.26 2.21 2.59 3.41 1.58

2016 1,638 71 1,165 740 6,124 0.98 1.48 2.47 2.91 3.87 1.72

2017 1,838 73 1,347 740 6,488 1.02 1.71 2.73 3.25 4.36 1.88

2018 2,038 75 1,538 740 6,853 1.06 1.96 3.01 3.60 4.87 2.03

2019 2,239 78 1,739 740 7,217 1.09 2.21 3.31 3.97 5.41 2.20

2020 2,439 80 1,951 740 7,581 1.13 2.48 3.61 4.36 5.97 2.37

2021 2,639 82 2,174 740 7,946 1.16 2.77 3.93 4.76 6.56 2.55

2022 2,839 85 2,409 740 8,310 1.20 3.07 4.27 5.19 7.18 2.73

2023 3,039 87 2,656 740 8,674 1.24 3.38 4.62 5.63 7.83 2.93

2024 3,239 90 2,915 740 9,039 1.27 3.71 4.99 6.10 8.51 3.13

SAT 8,098 100 8,098 740 25,110 2.88 10.31 13.19 16.28 22.99 8.04

Page 4: DIMENSIONAMENTO DE INTERCEPTORES.xls

Vazões de Dimensionamento para a Sub-Bacia 02

POP. % POP. EXT. EXT. VAZÕES (l/s)

ANO (hab) AT. ATEND. EXIST. PROJ. INF. SAN. MÉDIA MÁX MÁX MIN.

(hab) (m) (m) TOTAL DIA HORA TOTAL

2002 985 20 197 3,375 0 1.69 0.25 1.94 2.01 2.18 1.81

2003 1,030 20 206 3,375 0 1.69 0.26 1.95 2.03 2.20 1.82

2004 1,075 50 538 3,375 625 1.75 0.68 2.44 2.64 3.09 2.09

2005 1,098 51 565 3,375 755 1.76 0.72 2.48 2.70 3.17 2.12

2006 1,121 53 594 3,375 885 1.78 0.76 2.53 2.76 3.25 2.15

2007 1,144 55 624 3,375 1,015 1.79 0.79 2.58 2.82 3.34 2.19

2008 1,166 56 656 3,375 1,145 1.80 0.84 2.64 2.89 3.43 2.22

2009 1,189 58 689 3,375 1,275 1.82 0.88 2.69 2.96 3.53 2.25

2010 1,212 60 723 3,375 1,405 1.83 0.92 2.75 3.02 3.62 2.29

2011 1,235 61 758 3,375 1,535 1.84 0.97 2.81 3.10 3.72 2.32

2012 1,257 63 795 3,375 1,665 1.85 1.01 2.87 3.17 3.83 2.36

2013 1,280 65 834 3,375 1,795 1.87 1.06 2.93 3.25 3.94 2.40

2014 1,303 67 874 3,375 1,925 1.88 1.11 2.99 3.33 4.05 2.44

2015 1,479 69 1,022 3,375 2,055 1.89 1.30 3.19 3.58 4.43 2.54

2016 1,655 71 1,177 3,375 2,185 1.91 1.50 3.40 3.85 4.83 2.66

2017 1,831 73 1,341 3,375 2,315 1.92 1.71 3.63 4.14 5.25 2.77

2018 2,007 75 1,514 3,375 2,445 1.93 1.93 3.86 4.44 5.69 2.90

2019 2,183 78 1,696 3,375 2,575 1.95 2.16 4.10 4.75 6.16 3.02

2020 2,359 80 1,888 3,375 2,705 1.96 2.40 4.36 5.08 6.65 3.16

2021 2,535 82 2,089 3,375 2,835 1.97 2.66 4.63 5.43 7.16 3.30

2022 2,711 85 2,301 3,375 2,965 1.98 2.93 4.91 5.79 7.70 3.45

2023 2,887 87 2,523 3,375 3,095 2.00 3.21 5.21 6.17 8.26 3.60

2024 3,063 90 2,757 3,375 3,225 2.01 3.51 5.52 6.57 8.85 3.77

SAT 7,658 100 7,658 3,375 8,959 2.58 9.75 12.33 15.26 21.60 7.46

Page 5: DIMENSIONAMENTO DE INTERCEPTORES.xls

Vazões de Dimensionamento para a Sub-Bacia 03

POP. % POP. EXT. EXT. VAZÕES (l/s)

ANO (hab) AT. ATEND. EXIST. PROJ. INF. SAN. MÉDIA MÁX MÁX MIN.

(hab) (m) (m) TOTAL DIA HORA TOTAL

2002 667 65 434 1,558 0 0.78 0.55 1.33 1.50 1.86 1.06

2003 698 65 454 1,558 0 0.78 0.58 1.36 1.53 1.91 1.07

2004 729 65 474 1,558 380 0.82 0.60 1.42 1.60 1.99 1.12

2005 730 66 482 1,558 459 0.82 0.61 1.44 1.62 2.02 1.13

2006 731 67 491 1,558 538 0.83 0.63 1.46 1.65 2.05 1.15

2007 732 68 499 1,558 617 0.84 0.64 1.48 1.67 2.08 1.16

2008 733 69 508 1,558 696 0.85 0.65 1.50 1.69 2.11 1.17

2009 734 71 517 1,558 775 0.86 0.66 1.51 1.71 2.14 1.19

2010 735 72 527 1,558 854 0.86 0.67 1.54 1.74 2.17 1.20

2011 736 73 536 1,558 932 0.87 0.68 1.55 1.76 2.20 1.21

2012 737 74 546 1,558 1,011 0.88 0.70 1.58 1.78 2.24 1.23

2013 738 75 555 1,558 1,090 0.89 0.71 1.59 1.81 2.27 1.24

2014 739 76 565 1,558 1,169 0.90 0.72 1.62 1.83 2.30 1.26

2015 742 78 577 1,558 1,248 0.90 0.73 1.64 1.86 2.34 1.27

2016 745 79 589 1,558 1,327 0.91 0.75 1.66 1.89 2.37 1.29

2017 748 80 600 1,558 1,406 0.92 0.76 1.68 1.91 2.41 1.30

2018 751 82 613 1,558 1,485 0.93 0.78 1.71 1.94 2.45 1.32

2019 754 83 625 1,558 1,564 0.94 0.80 1.73 1.97 2.49 1.33

2020 756 84 638 1,558 1,643 0.94 0.81 1.76 2.00 2.53 1.35

2021 759 86 651 1,558 1,722 0.95 0.83 1.78 2.03 2.57 1.37

2022 762 87 664 1,558 1,801 0.96 0.85 1.80 2.06 2.61 1.38

2023 765 89 677 1,558 1,880 0.97 0.86 1.83 2.09 2.65 1.40

2024 768 90 691 1,558 1,959 0.97 0.88 1.85 2.12 2.69 1.41

SAT 1,536 100 1,536 1,558 4,355 1.21 1.96 3.17 3.76 5.03 2.19

Page 6: DIMENSIONAMENTO DE INTERCEPTORES.xls

Vazões de Dimensionamento para a Sub-Bacia 04

POP. % POP. EXT. EXT. VAZÕES (l/s)

ANO (hab) AT. ATEND. EXIST. PROJ. INF. SAN. MÉDIA MÁX MÁX MIN.

(hab) (m) (m) TOTAL DIA HORA TOTAL

2002 2,178 37 806 5,383 0 2.69 1.03 3.72 4.03 4.69 3.20

2003 2,279 37 843 5,383 0 2.69 1.07 3.76 4.09 4.78 3.23

2004 2,379 60 1,427 5,383 1,535 2.84 1.82 4.66 5.21 6.39 3.75

2005 2,387 61 1,461 5,383 1,854 2.88 1.86 4.74 5.29 6.50 3.81

2006 2,394 62 1,496 5,383 2,174 2.91 1.90 4.81 5.38 6.62 3.86

2007 2,402 64 1,532 5,383 2,493 2.94 1.95 4.89 5.48 6.74 3.92

2008 2,410 65 1,568 5,383 2,812 2.97 2.00 4.97 5.57 6.87 3.97

2009 2,418 66 1,605 5,383 3,131 3.00 2.04 5.05 5.66 6.99 4.03

2010 2,426 68 1,644 5,383 3,451 3.04 2.09 5.13 5.76 7.12 4.08

2011 2,434 69 1,683 5,383 3,770 3.07 2.14 5.21 5.85 7.25 4.14

2012 2,441 71 1,723 5,383 4,089 3.10 2.19 5.29 5.95 7.38 4.20

2013 2,449 72 1,764 5,383 4,408 3.13 2.25 5.38 6.05 7.51 4.25

2014 2,457 73 1,806 5,383 4,728 3.16 2.30 5.46 6.15 7.65 4.31

2015 2,512 75 1,884 5,383 5,047 3.20 2.40 5.59 6.31 7.87 4.40

2016 2,567 77 1,965 5,383 5,366 3.23 2.50 5.73 6.48 8.11 4.48

2017 2,622 78 2,048 5,383 5,685 3.26 2.61 5.87 6.65 8.34 4.56

2018 2,677 80 2,134 5,383 6,004 3.29 2.72 6.01 6.82 8.59 4.65

2019 2,732 81 2,222 5,383 6,324 3.32 2.83 6.15 7.00 8.84 4.74

2020 2,788 83 2,313 5,383 6,643 3.36 2.94 6.30 7.18 9.10 4.83

2021 2,843 85 2,407 5,383 6,962 3.39 3.06 6.45 7.37 9.36 4.92

2022 2,898 86 2,504 5,383 7,281 3.42 3.19 6.61 7.56 9.64 5.01

2023 2,953 88 2,604 5,383 7,601 3.45 3.32 6.77 7.76 9.92 5.11

2024 3,008 90 2,707 5,383 7,920 3.48 3.45 6.93 7.96 10.20 5.21

SAT 7,520 100 7,520 5,383 22,001 4.89 9.57 14.47 17.34 23.56 9.68

Page 7: DIMENSIONAMENTO DE INTERCEPTORES.xls

Vazões de Dimensionamento para a Sub-Bacia 05

POP. % POP. EXT. EXT. VAZÕES (l/s)

ANO (hab) AT. ATEND. EXIST. PROJ. INF. SAN. MÉDIA MÁX MÁX MIN.

(hab) (m) (m) TOTAL DIA HORA TOTAL

2002 1,215 95 1,155 11,111 0 5.56 1.47 7.03 7.47 8.42 6.29

2003 1,271 95 1,208 11,111 0 5.56 1.54 7.09 7.55 8.55 6.32

2004 1,327 95 1,261 11,111 493 5.60 1.61 7.21 7.69 8.74 6.41

2005 1,403 95 1,336 11,111 595 5.61 1.70 7.32 7.83 8.93 6.47

2006 1,479 95 1,412 11,111 698 5.63 1.80 7.42 7.96 9.13 6.52

2007 1,554 96 1,488 11,111 800 5.64 1.89 7.53 8.10 9.33 6.58

2008 1,630 96 1,564 11,111 903 5.65 1.99 7.64 8.23 9.53 6.64

2009 1,706 96 1,641 11,111 1,005 5.66 2.09 7.75 8.37 9.73 6.70

2010 1,781 96 1,718 11,111 1,108 5.67 2.19 7.85 8.51 9.93 6.76

2011 1,857 97 1,796 11,111 1,210 5.68 2.29 7.96 8.65 10.14 6.82

2012 1,933 97 1,874 11,111 1,313 5.69 2.39 8.07 8.79 10.34 6.88

2013 2,008 97 1,952 11,111 1,415 5.70 2.49 8.18 8.93 10.54 6.94

2014 2,084 97 2,031 11,111 1,518 5.71 2.59 8.29 9.07 10.75 7.00

2015 2,214 98 2,164 11,111 1,620 5.72 2.76 8.47 9.30 11.09 7.09

2016 2,344 98 2,297 11,111 1,723 5.73 2.92 8.65 9.53 11.43 7.19

2017 2,475 98 2,431 11,111 1,825 5.74 3.10 8.83 9.76 11.77 7.29

2018 2,605 98 2,565 11,111 1,928 5.75 3.27 9.01 9.99 12.12 7.38

2019 2,735 99 2,700 11,111 2,030 5.76 3.44 9.20 10.23 12.46 7.48

2020 2,865 99 2,836 11,111 2,133 5.77 3.61 9.38 10.46 12.81 7.57

2021 2,995 99 2,972 11,111 2,235 5.78 3.78 9.56 10.70 13.16 7.67

2022 3,126 99 3,110 11,111 2,338 5.79 3.96 9.75 10.94 13.51 7.77

2023 3,256 100 3,247 11,111 2,440 5.80 4.13 9.93 11.17 13.86 7.87

2024 3,386 100 3,386 11,111 2,543 5.81 4.31 10.12 11.41 14.22 7.97

SAT 6,772 100 6,772 11,111 5,086 6.06 8.62 14.69 17.27 22.88 10.37

Page 8: DIMENSIONAMENTO DE INTERCEPTORES.xls

Vazões de Dimensionamento para a Sub-Bacia 06

POP. % POP. EXT. EXT. VAZÕES (l/s)

ANO (hab) AT. ATEND. EXIST. PROJ. INF. SAN. MÉDIA MÁX MÁX MIN.

(hab) (m) (m) TOTAL DIA HORA TOTAL

2002 112 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00

2003 117 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00

2004 122 60 73 0 80 0.01 0.09 0.10 0.13 0.19 0.05

2005 135 61 83 0 97 0.01 0.11 0.12 0.15 0.22 0.06

2006 148 62 93 0 114 0.01 0.12 0.13 0.17 0.24 0.07

2007 161 64 103 0 131 0.01 0.13 0.14 0.18 0.27 0.08

2008 174 65 113 0 147 0.01 0.14 0.16 0.20 0.30 0.09

2009 187 66 124 0 164 0.02 0.16 0.17 0.22 0.32 0.10

2010 200 68 136 0 181 0.02 0.17 0.19 0.24 0.36 0.10

2011 213 69 147 0 198 0.02 0.19 0.21 0.26 0.38 0.11

2012 226 71 159 0 214 0.02 0.20 0.22 0.28 0.42 0.12

2013 239 72 172 0 231 0.02 0.22 0.24 0.31 0.45 0.13

2014 252 73 185 0 248 0.02 0.24 0.26 0.33 0.48 0.14

2015 258 75 194 0 265 0.03 0.25 0.27 0.35 0.51 0.15

2016 264 77 202 0 281 0.03 0.26 0.29 0.36 0.53 0.16

2017 271 78 211 0 298 0.03 0.27 0.30 0.38 0.55 0.16

2018 277 80 221 0 315 0.03 0.28 0.31 0.40 0.58 0.17

2019 283 81 230 0 332 0.03 0.29 0.33 0.41 0.60 0.18

2020 289 83 240 0 348 0.03 0.31 0.34 0.43 0.63 0.19

2021 295 85 250 0 365 0.04 0.32 0.35 0.45 0.66 0.20

2022 302 86 261 0 382 0.04 0.33 0.37 0.47 0.69 0.20

2023 308 88 271 0 399 0.04 0.35 0.38 0.49 0.71 0.21

2024 314 90 283 0 415 0.04 0.36 0.40 0.51 0.74 0.22

SAT 785 100 785 0 1,152 0.12 1.00 1.11 1.41 2.06 0.61

Page 9: DIMENSIONAMENTO DE INTERCEPTORES.xls

Vazões de Dimensionamento para a Sub-Bacia 07

POP. % POP. EXT. EXT. VAZÕES (l/s)

ANO (hab) AT. ATEND. EXIST. PROJ. INF. SAN. MÉDIA MÁX MÁX MIN.

(hab) (m) (m) TOTAL DIA HORA TOTAL

2002 2,669 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00

2003 2,792 0 0 0 0 0.00 0.00 0.00 0.00 0.00 0.00

2004 2,914 60 1,749 0 3,073 0.31 2.23 2.53 3.20 4.65 1.42

2005 2,928 61 1,793 0 3,712 0.37 2.28 2.65 3.34 4.82 1.51

2006 2,942 62 1,838 0 4,351 0.44 2.34 2.78 3.48 5.00 1.61

2007 2,956 64 1,885 0 4,990 0.50 2.40 2.90 3.62 5.18 1.70

2008 2,970 65 1,933 0 5,629 0.56 2.46 3.02 3.76 5.36 1.79

2009 2,984 66 1,982 0 6,268 0.63 2.52 3.15 3.91 5.55 1.89

2010 2,998 68 2,032 0 6,907 0.69 2.59 3.28 4.05 5.74 1.98

2011 3,012 69 2,083 0 7,546 0.75 2.65 3.41 4.20 5.93 2.08

2012 3,026 71 2,135 0 8,185 0.82 2.72 3.54 4.35 6.12 2.18

2013 3,040 72 2,189 0 8,824 0.88 2.79 3.67 4.51 6.32 2.28

2014 3,054 73 2,244 0 9,463 0.95 2.86 3.80 4.66 6.52 2.37

2015 3,236 75 2,427 0 10,102 1.01 3.09 4.10 5.03 7.04 2.56

2016 3,418 77 2,616 0 10,741 1.07 3.33 4.40 5.40 7.57 2.74

2017 3,601 78 2,812 0 11,380 1.14 3.58 4.72 5.79 8.12 2.93

2018 3,783 80 3,015 0 12,019 1.20 3.84 5.04 6.19 8.69 3.12

2019 3,965 81 3,224 0 12,658 1.27 4.10 5.37 6.60 9.27 3.32

2020 4,147 83 3,442 0 13,297 1.33 4.38 5.71 7.03 9.87 3.52

2021 4,329 85 3,667 0 13,936 1.39 4.67 6.06 7.46 10.50 3.73

2022 4,512 86 3,899 0 14,575 1.46 4.96 6.42 7.91 11.14 3.94

2023 4,694 88 4,140 0 15,214 1.52 5.27 6.79 8.37 11.80 4.16

2024 4,876 90 4,388 0 15,853 1.59 5.59 7.17 8.85 12.48 4.38

SAT 12,190 100 12,190 0 44,040 4.40 15.52 19.92 24.58 34.67 12.16

Page 10: DIMENSIONAMENTO DE INTERCEPTORES.xls

Vazões de Dimensionamento para a Sub-Bacia 08

POP. % POP. EXT. EXT. VAZÕES (l/s)

ANO (hab) AT. ATEND. EXIST. PROJ. INF. SAN. MÉDIA MÁX MÁX MIN.

(hab) (m) (m) TOTAL DIA HORA TOTAL

2002 548 90 493 3,604 0 1.80 0.63 2.43 2.62 3.03 2.12

2003 573 90 516 3,604 0 1.80 0.66 2.46 2.66 3.08 2.13

2004 599 90 539 3,604 132 1.82 0.69 2.50 2.71 3.15 2.16

2005 607 90 547 3,604 159 1.82 0.70 2.51 2.72 3.18 2.17

2006 616 90 554 3,604 187 1.82 0.71 2.53 2.74 3.20 2.17

2007 625 90 562 3,604 214 1.82 0.72 2.54 2.75 3.22 2.18

2008 633 90 570 3,604 241 1.83 0.73 2.55 2.77 3.24 2.19

2009 642 90 578 3,604 269 1.83 0.74 2.56 2.79 3.26 2.20

2010 650 90 585 3,604 296 1.83 0.74 2.58 2.80 3.28 2.20

2011 659 90 593 3,604 324 1.83 0.75 2.59 2.82 3.31 2.21

2012 668 90 601 3,604 351 1.84 0.77 2.60 2.83 3.33 2.22

2013 676 90 609 3,604 378 1.84 0.78 2.62 2.85 3.35 2.23

2014 685 90 617 3,604 406 1.84 0.79 2.63 2.86 3.37 2.24

2015 702 90 632 3,604 433 1.85 0.80 2.65 2.89 3.41 2.25

2016 719 90 647 3,604 461 1.85 0.82 2.67 2.92 3.45 2.26

2017 737 90 663 3,604 488 1.85 0.84 2.70 2.95 3.50 2.27

2018 754 90 678 3,604 516 1.85 0.86 2.72 2.98 3.54 2.29

2019 771 90 694 3,604 543 1.86 0.88 2.74 3.01 3.58 2.30

2020 788 90 709 3,604 570 1.86 0.90 2.76 3.03 3.62 2.31

2021 805 90 725 3,604 598 1.86 0.92 2.79 3.06 3.66 2.32

2022 823 90 740 3,604 625 1.86 0.94 2.81 3.09 3.70 2.34

2023 840 90 756 3,604 653 1.87 0.96 2.83 3.12 3.74 2.35

2024 857 90 771 3,604 680 1.87 0.98 2.85 3.15 3.78 2.36

SAT 2,143 100 2,143 3,604 1,890 1.99 2.73 4.72 5.54 7.31 3.36

Page 11: DIMENSIONAMENTO DE INTERCEPTORES.xls

Vazões de Dimensionamento para a Sub-Bacia 09

POP. % POP. EXT. EXT. VAZÕES (l/s)

ANO (hab) AT. ATEND. EXIST. PROJ. INF. SAN. MÉDIA MÁX MÁX MIN.

(hab) (m) (m) TOTAL DIA HORA TOTAL

2002 2,189 0 0 1,539 0 0.77 0.00 0.77 0.77 0.77 0.77

2003 2,290 0 0 1,539 0 0.77 0.00 0.77 0.77 0.77 0.77

2004 2,391 60 1,434 1,539 1,930 0.96 1.83 2.79 3.34 4.52 1.88

2005 2,510 61 1,537 1,539 2,331 1.00 1.96 2.96 3.55 4.82 1.98

2006 2,630 62 1,643 1,539 2,733 1.04 2.09 3.13 3.76 5.12 2.09

2007 2,749 64 1,753 1,539 3,134 1.08 2.23 3.31 3.98 5.43 2.20

2008 2,869 65 1,867 1,539 3,535 1.12 2.38 3.50 4.21 5.76 2.31

2009 2,988 66 1,984 1,539 3,937 1.16 2.53 3.69 4.45 6.09 2.43

2010 3,108 68 2,106 1,539 4,338 1.20 2.68 3.88 4.69 6.43 2.54

2011 3,227 69 2,232 1,539 4,740 1.24 2.84 4.08 4.94 6.78 2.66

2012 3,347 71 2,362 1,539 5,141 1.28 3.01 4.29 5.19 7.15 2.79

2013 3,466 72 2,496 1,539 5,542 1.32 3.18 4.50 5.45 7.52 2.91

2014 3,586 73 2,635 1,539 5,944 1.36 3.35 4.72 5.72 7.91 3.04

2015 3,616 75 2,712 1,539 6,345 1.40 3.45 4.86 5.89 8.14 3.13

2016 3,647 77 2,791 1,539 6,746 1.44 3.55 5.00 6.06 8.37 3.22

2017 3,677 78 2,872 1,539 7,148 1.48 3.66 5.14 6.24 8.61 3.31

2018 3,708 80 2,955 1,539 7,549 1.52 3.76 5.29 6.42 8.86 3.41

2019 3,738 81 3,040 1,539 7,950 1.56 3.87 5.43 6.60 9.11 3.50

2020 3,768 83 3,127 1,539 8,352 1.60 3.98 5.59 6.78 9.37 3.60

2021 3,799 85 3,217 1,539 8,753 1.64 4.10 5.74 6.97 9.63 3.69

2022 3,829 86 3,309 1,539 9,154 1.68 4.21 5.90 7.16 9.90 3.79

2023 3,860 88 3,404 1,539 9,556 1.72 4.33 6.06 7.36 10.18 3.89

2024 3,890 90 3,501 1,539 9,957 1.77 4.46 6.22 7.56 10.46 3.99

SAT 7,780 100 7,780 1,539 22,127 2.98 9.91 12.89 15.86 22.30 7.93