Plan1Planilha de Clculo Rede de EsgotosBacia: Sub-Bacia:Clculo:
Verificado:Data:Folha:TrechoExtenso (m)Taxa de Contr. Lin.
(l/s/km)Contr. Do Trecho (l/s)Vazo a Montante (l/s)Vazo a Jusante
(l/s)Dimetro (mm)Declividade (mm)Cota do Terreno (m)Cota do Coletor
(m)Prof. Do Coletor (m)Lmina Lquida (Y/D)Prof. da Singular. a
Jusante (m)Vi (m/s) Vf (m/s)Tenso Trativa (Pa)Vc
(m/s)Observaes:InicialInicialInicialInicialMontanteMontanteMontanteInicialDiamDecl
minDecl
maxFinalFinalFinalFinalJusanteJusanteJusanteFinalP8-10300.000.490.150.000.1500.000.000.050.000.000.000.00000.00150.00000.00000.00000.00450.540.160.000.160.000.000.000.00000.00150.00000.00000.00000.00003.5438P8-9500.000.820.410.150.550.900.450.160.61P7-8370.000.600.220.550.780.660.250.610.85P6-7620.001.010.630.781.401.110.690.851.54P3-6350.000.570.201.401.600.630.221.541.76P3-7512.000.830.431.602.030.920.471.762.23P4-7320.000.520.172.032.200.570.182.232.41P3-4400.000.650.262.202.460.720.292.412.70P2-3340.000.550.192.462.650.610.212.702.91P2-4340.000.550.192.652.840.610.212.913.11P1-2300.000.490.152.842.980.540.163.113.27P8-11420.000.680.292.983.270.750.323.273.59P11-12550.000.900.493.273.760.980.543.594.13P8-11420.000.680.293.764.050.750.324.134.45P11-12550.000.900.494.054.540.980.544.454.99P12-13370.000.600.224.544.770.660.254.995.23P12-14450.000.730.334.775.100.810.365.235.60P14-15390.000.640.255.105.340.700.275.605.87P14-16340.000.550.195.345.530.610.215.876.08P11-18450.000.730.335.535.860.810.366.086.44P16-17380.000.620.245.866.100.680.266.446.70P18-20300.000.490.156.106.250.540.166.706.86P19-20330.000.540.186.256.420.590.196.867.05P20-21300.000.490.156.426.570.540.167.057.21P20-22330.000.540.186.576.750.590.197.217.41P22-25730.001.190.876.757.621.310.957.418.36P22-24330.000.540.187.627.790.590.198.368.56P22-23450.000.730.337.798.120.810.368.568.92
