Calculo Da Intensidade Da Chuva - Idf

CALCULO MANNINGnDIAMETROREAPERIMETRORHVAZO (Qp)VELOCIDADE (Vp)0.0100.3080.0750.9680.0771.348I^0,518.099I^0,50.0100.3820.1151.2000.0952.394I^0,520.893I^0,50.0100.4600.1661.4450.1153.930I^0,523.648I^0,50.0100.6140.2961.9290.1538.488I^0,528.669I^0,50.0100.7740.4712.4320.19315.740I^0,533.454I^0,50.0100.9120.6532.8650.22824.379I^0,537.321I^0,50.0101.0600.8823.3300.26536.407I^0,541.257I^0,50.0101.2041.1383.7820.30151.133I^0,544.914I^0,50.458

1-PICADA DO SIRIFANTOLIPARMETROS DA EQUAO INTENSIDADE-DURAO-FREQUENCIACOEFICIENTE DE DEFLUVIOGRUPO JIM INDUSTRIALCLCULO: MOISSDATA: AGOSTO / 2012LOCALIDADEKabcT (anos)t(min)CHUVA (mm/h)R= 0,80m=0,058PARATI2015.6840.2230.74600.79201010177.5150355137R= 0,60m=0,043PLANILHA PARA CALCULO DE REDE DE DRENAGEM PLUVIALUBATUBA675.6310.15117.85100.63501010115.6739762013R= 0,40m=0,029CONDOMNIO LARANJEIRASVERIFICADO: HEMERSONFOLHA: 01 / 01R= 0,25m=0,018 OBS: DADOS OBTIDOS DO SOFTWERE PLUVIO 2.0 DA UFV

COLETOR DA QUADRA 19 - PICADA DO SIRIFORMULA: MANNING - n = 0,010POO DE VISITA / BOCA DE LOBODEFLVIOS A ESCOAR PARA JUSANTEGALERIA DE JUSANTELOCALIZAOCOTASPROF.BACIA LOCALCONTRIBUIO LOCALDEFLUVIODECLIV.DIMETRODIMETROALTURAVELOC.EXTENS.TEMPOPONTOSITUAOTERRENOENTRADAREACOEF.REACOEF.TEMPOINTENSID.COEF. DEDEFLUVIOAADOTADOCALCULADOD'GUADEDEGRAUDIMETROVERIFICAO COM RELAOVERIFICAO COM RELAOTUBOS CORRUGADOS DE PAREDE DUPLA N-12 SADA(m)(h a)DETOTALDECONCENT.PLUVIOM.DEFLUVIOLOCALESCOARNORMALPERCURSO(m)CALCULADOAO REMANSO (V 1,00m/s)A VELOCIDADE MINIMA (V=1m/s)BACODN3003754506007502RUA 214.750-0.75IMPERM.(h a)DISTRIB.(min)(mm/h)(l/s)(l/s)(m/m)(mm)(m)(m)(m/s)(m)(min)A'/D2H'/DV'H"/DA"/D2h"V/VPY/DnQpVpQ/QPQpVpQ/QPQpVpQ/QPQpVpQ/QPQpVpQ/QP4.0002.350.202.350.88010.00177.520.22222.35222.350.0078375 (x2)0.4600.272.2377.000.580.003RUA 214.5003.4001.100.251.06630.59000.010118.991.601.87211.331.841.05346.912.090.64749.272.530.301,389.422.950.163.4000.850.203.200.84010.58175.550.2277.08299.430.0149375 (x2)0.4600.263.0377.000.420.000.0000ERROR:#DIV/0!1.050.004.1RUA 135.2504.5000.750.250.59001.05000.57000.010164.742.211.82292.572.551.02480.282.890.621,037.313.500.291,923.574.090.164.5001.350.501.350.95610.00177.520.44277.62577.050.0600375 (x1)0.3820.315.8320.000.060.000.0000ERROR:#REF!1.420.004RUA 134.2503.3000.950.250.57001.14000.81000.010330.194.431.75586.415.120.98962.655.790.602,079.137.020.283,855.508.190.152.2502.000.000.004.550.79710.42176.070.440.00577.050.0074450 (x2)0.6140.422.7427.000.160.000.0000ERROR:#REF!3.950.005RUA 134.4002.0502.350.360.81001.11240.68000.010116.021.564.97206.041.802.80338.242.041.71730.532.470.791,354.682.880.432.0500.000.004.550.79710.59175.520.440.00577.050.0050450 (x2)0.6140.492.3150.000.360.000.0000ERROR:#REF!1.530.006PICADA DO SIRI4.4001.8002.600.390.68001.13820.79000.01095.321.286.05169.281.483.41277.891.672.08600.192.030.961,112.992.370.521.8000.000.004.550.79710.95174.310.450.00577.050.0270451 (x2)0.6140.284.5050.000.190.000.0000ERROR:#REF!1.530.007MARINA1.2000.4500.750.280.79000.95440.45000.010221.502.972.61393.373.431.47645.763.890.891,394.724.710.412,586.355.500.220.450ERROR:#DIV/0!0.0000ERROR:#REF!1.530.00ERROR:#DIV/0!0.45000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!

2-PICADA AZUL MARINHOFANTOLIPARMETROS DA EQUAO INTENSIDADE-DURAO-FREQUENCIACOEFICIENTE DE DEFLUVIOGRUPO JIM INDUSTRIALCLCULO: MOISSDATA: AGOSTO / 2012LOCALIDADEKabcT (anos)t(min)CHUVA (mm/h)R= 0,80m=0,058PARATI2015.6840.2230.74600.79201010177.5150355137R= 0,60m=0,043PLANILHA PARA CALCULO DE REDE DE DRENAGEM PLUVIALUBATUBA675.6310.15117.85100.63501010115.6739762013R= 0,40m=0,029CONDOMNIO LARANJEIRASVERIFICADO: HEMERSONFOLHA: 01 / 01R= 0,25m=0,018 OBS: DADOS OBTIDOS DO SOFTWERE PLUVIO 2.0 DA UFV

COLETOR DA QUADRA 19 - PICADA AZUL MARINHOFORMULA: MANNING - n = 0,010POO DE VISITA / BOCA DE LOBODEFLVIOS A ESCOAR PARA JUSANTEGALERIA DE JUSANTELOCALIZAOCOTASPROF.BACIA LOCALCONTRIBUIO LOCALDEFLUVIODECLIV.DIMETRODIMETROALTURAVELOC.EXTENS.TEMPOPONTOSITUAOTERRENOENTRADAREACOEF.REACOEF.TEMPOINTENSID.COEF. DEDEFLUVIOAADOTADOCALCULADOD'GUADEDEGRAUDIMETROVERIFICAO COM RELAOVERIFICAO COM RELAOTUBOS CORRUGADOS DE PAREDE DUPLA N-12 SADA(m)(h a)DETOTALDECONCENT.PLUVIOM.DEFLUVIOLOCALESCOARNORMALPERCURSO(m)CALCULADOAO REMANSO (V 1,00m/s)A VELOCIDADE MINIMA (V=1m/s)BACODN3003754506007501RUA 214.600-0.75IMPERM.(h a)DISTRIB.(min)(mm/h)(l/s)(l/s)(m/m)(mm)(m)(m)(m/s)(m)(min)A'/D2H'/DV'H"/DA"/D2h"V/VPY/DnQpVpQ/QPQpVpQ/QPQpVpQ/QPQpVpQ/QPQpVpQ/QP3.8501.700.201.700.92310.00177.520.22168.85168.850.0064375 (x1)0.3820.332.1462.500.490.002RUA 214.5003.4501.050.241.13370.87000.010107.841.451.57191.521.670.88314.401.890.54679.042.290.251,259.202.680.133.4500.700.502.400.87710.49175.860.44132.48301.340.0064375 (x2)0.4600.432.0962.500.500.000.0000ERROR:#DIV/0!1.160.003RUA 134.5003.2001.300.290.87001.10270.94000.010107.841.452.79191.521.671.57314.401.890.96679.042.290.441,259.202.680.243.2000.700.500.701.00010.00177.520.44150.58150.580.0091375 (x2)0.4600.161.6816.500.160.000.0000ERROR:#REF!1.420.004RUA 134.4003.0501.350.210.94000.84300.35000.010128.531.731.17228.261.990.66374.712.250.40809.302.730.191,500.753.190.103.0500.000.003.100.84410.50175.810.440.00451.910.0109375 (x2)0.4600.382.8123.000.140.000.0000ERROR:#REF!0.710.005P. AZUL MARINHO4.4002.8001.600.310.35001.13950.83000.010140.541.893.22249.592.181.81409.732.471.10884.942.990.511,641.013.490.282.8000.000.003.100.84410.64175.350.440.00451.910.0253800(x1) EXIST.0.4600.284.0395.000.390.000.0000ERROR:#REF!2.140.006MARINA1.2000.4000.800.260.83001.07240.60000.010214.262.882.11380.513.321.19624.653.760.721,349.124.560.332,501.785.320.180.400ERROR:#DIV/0!0.0000ERROR:#REF!2.140.00ERROR:#DIV/0!0.60000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!

3-PICADA DO SINOFANTOLIPARMETROS DA EQUAO INTENSIDADE-DURAO-FREQUENCIACOEFICIENTE DE DEFLUVIOGRUPO JIM INDUSTRIALCLCULO: MOISSDATA: AGOSTO / 2012LOCALIDADEKabcT (anos)t(min)CHUVA (mm/h)R= 0,80m=0,058PARATI2015.6840.2230.74600.79201010177.5150355137R= 0,60m=0,043PLANILHA PARA CALCULO DE REDE DE DRENAGEM PLUVIALUBATUBA675.6310.15117.85100.63501010115.6739762013R= 0,40m=0,029CONDOMNIO LARANJEIRASVERIFICADO: HEMERSONFOLHA: 01 / 01R= 0,25m=0,018 OBS: DADOS OBTIDOS DO SOFTWERE PLUVIO 2.0 DA UFV

COLETOR DA QUADRA 15 - PICADA DO SINOFORMULA: MANNING - n = 0,010POO DE VISITA / BOCA DE LOBODEFLVIOS A ESCOAR PARA JUSANTEGALERIA DE JUSANTELOCALIZAOCOTASPROF.BACIA LOCALCONTRIBUIO LOCALDEFLUVIODECLIV.DIMETRODIMETROALTURAVELOC.EXTENS.TEMPOPONTOSITUAOTERRENOENTRADAREACOEF.REACOEF.TEMPOINTENSID.COEF. DEDEFLUVIOAADOTADOCALCULADOD'GUADEDEGRAUDIMETROVERIFICAO COM RELAOVERIFICAO COM RELAOTUBOS CORRUGADOS DE PAREDE DUPLA N-12 SADA(m)(h a)DETOTALDECONCENT.PLUVIOM.DEFLUVIOLOCALESCOARNORMALPERCURSO(m)CALCULADOAO REMANSO (V 1,00m/s)A VELOCIDADE MINIMA (V=1m/s)BACODN3003754506007501PICADA DO SINO3.750-0.85IMPERM.(h a)DISTRIB.(min)(mm/h)(l/s)(l/s)(m/m)(mm)(m)(m)(m/s)(m)(min)A'/D2H'/DV'H"/DA"/D2h"V/VPY/DnQpVpQ/QPQpVpQ/QPQpVpQ/QPQpVpQ/QPQpVpQ/QP2.9004.350.404.350.80210.00177.520.44750.54750.540.0266375 (x2)0.6140.462.5196.000.640.002MARINA1.2000.3500.850.320.53760.09860.010219.702.953.42390.173.411.92640.513.851.171,383.374.670.542,565.315.450.290.350ERROR:#DIV/0!0.0000ERROR:#DIV/0!1.990.00ERROR:#DIV/0!0.09860.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!

4-PICADA DAS PITANGASFANTOLIPARMETROS DA EQUAO INTENSIDADE-DURAO-FREQUENCIACOEFICIENTE DE DEFLUVIOGRUPO JIM INDUSTRIALCLCULO: MOISSDATA: AGOSTO / 2012LOCALIDADEKabcT (anos)t(min)CHUVA (mm/h)R= 0,80m=0,058PARATI2015.6840.2230.74600.79201010177.5150355137R= 0,60m=0,043PLANILHA PARA CALCULO DE REDE DE DRENAGEM PLUVIALUBATUBA675.6310.15117.85100.63501010115.6739762013R= 0,40m=0,029CONDOMNIO LARANJEIRASVERIFICADO: HEMERSONFOLHA: 01 / 01R= 0,25m=0,018 OBS: DADOS OBTIDOS DO SOFTWERE PLUVIO 2.0 DA UFV

COLETOR DA QUADRA 15 - PICADA DAS PITANGASFORMULA: MANNING - n = 0,010POO DE VISITA / BOCA DE LOBODEFLVIOS A ESCOAR PARA JUSANTEGALERIA DE JUSANTELOCALIZAOCOTASPROF.BACIA LOCALCONTRIBUIO LOCALDEFLUVIODECLIV.DIMETRODIMETROALTURAVELOC.EXTENS.TEMPOPONTOSITUAOTERRENOENTRADAREACOEF.REACOEF.TEMPOINTENSID.COEF. DEDEFLUVIOAADOTADOCALCULADOD'GUADEDEGRAUDIMETROVERIFICAO COM RELAOVERIFICAO COM RELAOTUBOS CORRUGADOS DE PAREDE DUPLA N-12 SADA(m)(h a)DETOTALDECONCENT.PLUVIOM.DEFLUVIOLOCALESCOARNORMALPERCURSO(m)CALCULADOAO REMANSO (V 1,00m/s)A VELOCIDADE MINIMA (V=1m/s)BACODN3003754506007501P. DAS PITANGAS3.500-0.75IMPERM.(h a)DISTRIB.(min)(mm/h)(l/s)(l/s)(m/m)(mm)(m)(m)(m/s)(m)(min)A'/D2H'/DV'H"/DA"/D2h"V/VPY/DnQpVpQ/QPQpVpQ/QPQpVpQ/QPQpVpQ/QPQpVpQ/QP2.7501.700.501.700.92310.00177.520.44337.71337.710.0434375 (x2)0.4600.284.6953.000.190.002MARINA1.2000.4500.750.211.07830.61000.010280.813.771.20498.714.350.68818.694.930.411,768.205.970.193,278.926.970.100.450ERROR:#DIV/0!0.0000ERROR:#DIV/0!1.600.00ERROR:#DIV/0!0.61000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!ERROR:#DIV/0!0.0000ERROR:#REF!ERROR:#DIV/0!0.00ERROR:#DIV/0!0.00000.0100.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!0.000.00ERROR:#DIV/0!

IDF

PARMETROS DA EQUAO INTENSIDADE-DURAO-FREQUENCIAGRUPO JIM INDUSTRIALLOCALIDADEKabcT (anos)t(min)CHUVA (mm/h)SO LOURENO1125.2790.1757.10000.8450105204.7889768447PLANILHA PARA CALCULO DE REDE DE DRENAGEM PLUVIALCAXAMBU2534.1080.21525.80400.9700105149.5809264175

Plan1

Documents

Calculo Da Intensidade Da Chuva - Idf