Planilha

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  • 8/11/2019 Planilha Esgoto.XLS

    1/21

    LOCAL: CONS P.CAPITA: l/hab.dia

    BACIA : TAXA INFILTRA: l/s.mDATA : 10/11/2014 VAZ O MINIMA: 1.5 l/s

    Faculd ades Logat t i FOLHA : DECLIV. MINIMA: 0.0045Sub-Bacia EXTENS O INICIAL: 100 m

    PL NILH DE CLCULO DE REDE COLETOR DE ESGOTO

    POPUL. INICIAL: EXTENS O FINAL: 200 mPOPUL. FINAL: PROF. MIN. COLET.: 1.15 m

    K1 : K2 : n : C.retor:TRECHO EXTENSO TAXA CONTRIB VAZO VAZO DIMETRO DECLIV. COTA COTA PROFUN. LAMINA Vi TENSO VELOCID. alteraao

    CONTR. TRECHO MONTANTE JUSANTE CALCULADO ADOTADO COLET. TERREN COLETOR COLETOR LIQUIDA (m/s) TRATIVA CRITICA profund.(m) (l/s.m) (l/s) (l/s) (l/s) (mm) (mm) (m/m) (m) (m) (m) (Y/do) do coletor

    inicial inicial inicial inicial montante montante montante inicial Vf (Pa) (m/s) montantefinal final final final jusante jusante jusante final (m/s) jusante

    1 100 0.0000 0.000 0.000 0.00 0.0223 866.21 865.06 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 863.98 862.83 1.15 #DIV/0! #DIV/0! 1.15

    2 100 0.0000 0.000 0.000 0.00 0.0113 863.98 862.83 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 862.85 861.70 1.15 #DIV/0! #DIV/0! 1.15

    3 100 0.0000 0.000 0.000 0.00 0.0057 862.85 861.70 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 862.28 861.13 1.15 #DIV/0! #DIV/0! 1.15

    4 100 0.0000 0.000 0.000 0.00 0.0107 862.28 861.13 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 861.21 860.06 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 #DIV/0! #DIV/0! 861.21 860.06 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 860.10 858.95 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 #DIV/0! #DIV/0! 860.10 858.95 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 858.98 857.83 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 #DIV/0! #DIV/0! 858.98 857.83 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 857.85 856.70 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 #DIV/0! #DIV/0! 857.85 856.70 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 856.49 855.34 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 #DIV/0! #DIV/0! 856.49 855.34 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 855.48 854.33 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 #DIV/0! #DIV/0! 855.48 854.33 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 854.47 853.32 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 #DIV/0! #DIV/0! 854.47 853.32 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 852.96 851.81 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 #DIV/0! #DIV/0! 852.96 851.81 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 851.44 850.29 1.15 #DIV/0! #DIV/0! 1.15

  • 8/11/2019 Planilha Esgoto.XLS

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    LOCAL: 0 CONS P.CAPITA: 200 l/hab.diaBACIA : TAXA INFILTRA: 0.0001 l/smDATA : 10/11/2014 VAZ O MINIMA: 1.5 l/s

    FOLHA : 02 DECLIV. MINIMA: 0.0045

    Sub-Bacia I EXTENS O INICIAL: 100 mPL NILH DE CLCULO DE REDE COLETOR DE ESGOTO

    POPUL. INICIAL: 0 EXTENS O FINAL: 200 mPOPUL. FINAL: 0 PROF. MIN. COLET.: 1.15 m

    K1 : K2 : n : C.retor:TRECHO EXTENSO TAXA CONTRIB VAZO VAZO DIMETRO DECLIV. COTA COTA PROFUN. LAMINA Vi TENSO VELOCID. alteraao

    CONTR. TRECHO MONTANTE JUSANTE CALCULADO ADOTADO COLET. TERRENO COLETOR COLETOR LIQUIDA (m/s) TRATIVA CRITICA profund.(m) (l/s.km) (l/s) (l/s) (l/s) (mm) (mm) (m/m) (m) (m) (m) (Y/do) do coletor

    inicial inicial inicial inicial montante montante montante inicial Vf (Pa) (m/s) montantefinal final final final jusante jusante jusante final (m/s) jusante

    0.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 851.44 850.29 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 850.44 849.29 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 850.44 849.29 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 848.89 847.74 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 848.89 847.74 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 847.20 846.05 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 847.20 846.05 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 845.09 843.94 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 858.53 857.38 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 857.05 855.90 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 857.05 855.90 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 854.95 853.80 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 854.95 853.80 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 853.39 852.24 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 853.39 852.24 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 852.18 851.03 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 852.18 851.03 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 851.10 849.95 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 856.05 854.90 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 854.47 853.32 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 854.47 853.32 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 852.79 851.64 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 852.79 851.64 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 851.10 849.95 1.15 #DIV/0! #DIV/0! 1.15

    Faculd ades Log at ti

  • 8/11/2019 Planilha Esgoto.XLS

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    LOCAL: CONS P.CAPITA: l/hab.diaBACIA : TAXA INFILTRA: l/smDATA : 10/11/2014 VAZ O MINIMA: 1.5 l/s

    Faculd ades Log at ti FOLHA : 03 DECLIV. MINIMA: 0.0045Sub-Bacia I EXTENS O INICIAL: 100 m

    PL NILH DE CLCULO DE REDE COLETOR DE ESGOTO

    POPUL. INICIAL: 0 EXTENS O FINAL: 200 mPOPUL. FINAL: 0 PROF. MIN. COLET.: 1.15 m

    K1 : K2 : n : 0.011 C.retor: 0.80TRECHO EXTENSO TAXA CONTRIB VAZO VAZO DIMETRO DECLIV. COTA COTA PROFUN. LAMINA Vi TENSO VELOCID. alteraao

    CONTR. TRECHO MONTANTE JUSANTE CALCULADO ADOTADO COLET. TERRENO COLETOR COLETOR LIQUIDA (m/s) TRATIVA CRITICA profund.(m) (l/s.m) (l/s) (l/s) (l/s) (mm) (mm) (m/m) (m) (m) (m) (Y/do) do coletor

    inicial inicial inicial inicial montante montante montante inicial Vf (Pa) (m/s) montantefinal final final final jusante jusante jusante final (m/s) jusante

    0.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 851.10 849.95 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 849.42 848.27 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 849.42 848.27 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 847.67 846.52 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 850.17 849.02 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 848.65 847.50 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 848.65 847.50 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 846.58 845.43 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 846.58 845.43 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 842.61 841.46 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 849.06 847.91 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 847.67 846.52 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 847.67 846.52 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 844.98 843.83 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 844.98 843.83 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 843.18 842.03 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 843.18 842.03 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 840.16 839.01 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 854.02 852.87 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 852.01 850.86 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 852.01 850.86 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 849.34 848.19 1.15 #DIV/0! #DIV/0! 1.150.0000 0.000 0.000 0.000 #DIV/0! #DIV/0! 849.34 848.19 1.15 #DIV/0! #DIV/0! #DIV/0! #DIV/0! 1.15

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    0.0000 0.000 0.000 0.000 847.22 846.07 1.15 #DIV/0! #DIV/0! 1.15

    LOCAL: CONS P.CAPITA: l/hab.diaBACIA : TAXA INFILTRA: l/smDATA : 10/11/2014 VAZ O MINIMA: 1.5 l/s

    Faculd ades Logat t i FOLHA : 04 DECLIV. MINIMA: 0.0045Sub-Bacia I EXTENS O INICIAL: 100 m

    PL NILH DE CLCULO DE REDE COLETOR DE ESGOTO

    POPUL. INICIAL: 0 EXTENS O FINAL: 200 mPOPUL. FINAL: 0 PROF. MIN. COLET.: 1.15 m

    K1 : K2 : n : C.retor:TRECHO EXTENSO TAXA CONTRIB VAZO VAZO DIMETRO DECLIV. COTA COTA PROFUN. LAMINA Vi TENSO VELOCID. alteraao

    CONTR. TRECHO MONTANTE JUSANTE CALCULADO ADOTADO COLET. TERRENO COLETOR