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Panela De Dren - Vaz?o M?xima 2

Panelas que drenam água em acumulo

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Cálculo da vazão máxima - Método Racional,,,,,,,,,,Cálculo da vazão máxima - Método Racional,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, Dados:,,,,,,,,,,Resultados Finais,,,,,,,,, Área total da Bacia :,,,240.897,hectares,,,,,,,,,,,,,,, Comprimento do Talvegue :,,,1160.4525,m,,,,,,Cálculo do coeficiente de escoamento médio:,,,,,,,,, Declividade :,,,6.81,m/m,,,,,,,,,,,,,,, Tipo de cobertura1 :,,,Pastagem,,,,,,,,,,,,,,,, Tipo de solo 1 :,,,T. Média,,,,,,,,,,,,,,,, Coeficiente C 1 :,,,0.3,,,,,,,,,,,,,,,, Área coberta 1 :,,,114.7,hectares,,,,,,,,,,,,,,, Tempo de retorno :,,,10,anos,,,,,,,,0.273496058,,,,,,, Cálculo da velocidade de escoamento,,,,,,,,,,Cálculo do tempo de concentração,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,Tc =,1.210759491,h,,,,, ,V=,0.208767814,m/s,,V=,0.782879301,m/s,,,,,,,,,,,, ,,,,,,,,,,Cálculo da intensidade de precipitação ( i ),,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.391439651,m/s,,V=,1.174318952,m/s,,,1o tempo tabelado =,,,1,h,1o Precipitação tabelada =,,,55,mm ,,,,,,,,,,Tempo de concentração =,,,1.210759,h,,,,, ,,,,,,,,,,2o tempo tabelado =,,,2,h,2o Precipitação tabelada =,,,66,mm ,V=,0.548015511,m/s,,V=,1.565758602,m/s,,,,,,,,,,,, ,,,,,,,,,,,Intensidade de precipitação (i) =,,,57.318349,mm,47.34084075,mm/h,, ,,,,,,,,,,Cálculo da vazão máxima,,,,,,,,, ,V=,0.704591371,m/s,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, Cálculo do tempo de percurso (Tp),,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,Tp1 =,5558.579553,s,Tp5 =,1482.287881,s,,,,,8.663949837,m3/s,,,,,, ,,Tp2 =,2964.575761,s,Tp6 =,988.1919205,s,,,,,,,,,,,, ,,Tp3 =,2117.554115,s,Tp7 =,741.1439404,s,,,,,,,,,,,, ,,Tp4 =,1646.986534,s,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, Dados:,,,,,,,,,,,,,,,,,,, Comprimento do Talvegue :,,,715.986,m,,,,,,,,,,,,,,, Declividade :,,,1.4,m/m,,,,,,,,,,,,,,, Tipo de cobertura 2 :,,,Cultivada,,,,,,,,,,,,,,,, Tipo de solo 2 :,,,Arenoso,,,,,,,,,,,,,,,, Coeficiente C 2 :,,,0.3,,,,,,,,,,,,,,,, Área coberta 2 :,,,58.2546,hectares,,,,,,,,,,,,,,, Tempo de retorno :,,,10,anos,,,,,,,,,,,,,,, Cálculo da velocidade de escoamento,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.094657277,m/s,,V=,0.354964787,m/s,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.177482393,m/s,,V=,0.53244718,m/s,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.248475351,m/s,,V=,0.709929574,m/s,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.319468308,m/s,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, Cálculo do tempo de percurso (Tp),,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,Tp1 =,7563.982678,s,Tp5 =,2017.062047,s,,,,,,,,,,,, ,,Tp2 =,4034.124095,s,Tp6 =,1344.708032,s,,,,,,,,,,,, ,,Tp3 =,2881.517211,s,Tp7 =,1008.531024,s,,,,,,,,,,,, ,,Tp4 =,2241.180053,s,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, Dados:,,,,,,,,,,,,,,,,,,, Comprimento do Talvegue :,,,1047.89,m,,,,,,,,,,,,,,, Declividade :,,,2.58,m/m,,,,,,,,,,,,,,, Tipo de cobertura 3 :,,,Reflorest,,,,,,,,,,,,,,,, Tipo de Solo 3 :,,,Argiloso,,,,,,,,,,,,,,,, Coeficiente C 3 :,,,0.3,,,,,,,,,,,,,,,, Área coberta 3 :,,,4.16,hectares,,,,,,,,,,,,,,, Tempo de retorno :,,,10,anos,,,,,,,,,,,,,,, Cálculo da velocidade de escoamento,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.128499027,m/s,,V=,0.481871352,m/s,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.240935676,m/s,,V=,0.722807028,m/s,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.337309946,m/s,,V=,0.963742704,m/s,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.433684217,m/s,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, Cálculo do tempo de percurso (Tp),,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,Tp1 =,8154.847726,s,Tp5 =,2174.62606,s,,,,,,,,,,,, ,,Tp2 =,4349.25212,s,Tp6 =,1449.750707,s,,,,,,,,,,,, ,,Tp3 =,3106.608657,s,Tp7 =,1087.31303,s,,,,,,,,,,,, ,,Tp4 =,2416.251178,s,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, Dados:,,,,,,,,,,,,,,,,,,, Comprimento do Talvegue :,,,1948.05,m,,,,,,,,,,,,,,, Declividade :,,,2.5,m/m,,,,,,,,,,,,,,, Tipo de cobertura 3 :,,,Flor. Natur.,,,,,,,,,,,,,,,, Tipo de Solo 3 :,,,T. Média,,,,,,,,,,,,,,,, Coeficiente C 3 :,,,0.2,,,,,,,,,,,,,,,, Área coberta 3 :,,,63.75,hectares,,,,,,,,,,,,,,, Tempo de retorno :,,,10,anos,,,,,,,,,,,,,,, Cálculo da velocidade de escoamento,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.126491106,m/s,,V=,0.474341649,m/s,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.237170825,m/s,,V=,0.711512474,m/s,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.332039154,m/s,,V=,0.948683298,m/s,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,V=,0.426907484,m/s,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, Cálculo do tempo de percurso (Tp),,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, ,,Tp1 =,15400.68749,s,Tp5 =,4106.849997,s,,,,,,,,,,,, ,,Tp2 =,8213.699995,s,Tp6 =,2737.899998,s,,,,,,,,,,,, ,,Tp3 =,5866.928568,s,Tp7 =,2053.424999,s,,,,,,,,,,,, ,,Tp4 =,4563.166664,s,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,, Área Total,240.897,hectares,,,, Primeiro Cenário,,,,,, Comp. Talvegue (m),Declividade (%),T. cobertura,T. solo,Coef. C,Á. Coberta (ha),T. retorno (anos) 3752.877,1.5,Reflorestam.,T. média,0.2,42.29,10 ,,Cult. Anual,Arenoso,0.1,134.895,10 ,,Florest. Nat.,Argiloso,0.3,63.75,10 Segundo Cenário,,,,,, 594.42,11.61,Reflorestam.,Argiloso,0.42,18.4388,10 1145.344,1.75,Cult. Anual,Arenoso,0.3,158.7117,10 1948.05,2.5,Florest. Nat.,T. média,0.2,63.75,10 Terceiro cenário,,,,,, 1160.4525,6.81,Pastagem,T. média,0.3,114.7,10 715.986,1.4,Cult. Anual,Arenoso,0.3,58.2546,10 1047.89,2.58,Reflorestam.,Argiloso,0.3,4.16,10 1948.05,2.5,Florest. Nat.,T. média,0.2,63.75,10 Vel. Escoam. (m/s),Temp. Percurso (s),C médio,Temp. Concentr. (h),Intensidade (mm/h),Q Máxima (m3/s) Primeiro Cenário,,,,, 0.1837,20428.075,0.167,5.674,15.307,1.711 Segundo Cenário,,,,, 0.511,1163.017,0.283,1.2138,47.25,8.94 0.357,3206.66,,,, Terceiro Cenário,,,,, 0.548,2117.5541,0.2735,1.2108,47.34,8.66 0.3195,2241.18,,,,