ECO DOS DADOS DE ENTRADA:
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Vazão Q = >
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Largura de fundo B = >
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Declividade lateral z =
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Coeficiente de Manning n = >
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Declividade de fundo So =
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Profundidade do fluxo a jusante yd = 0 [ yd foi automaticamente ]
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Número de intervalos computacionais n = >
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Número de linhas da tabela de resultados m =
RESULTADO:
Intervalo computacional de profundidade Δy =
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0
Intervalo da profundidade de fluxo da tabela de resultados (Δy)t =
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0
Profundidade normal y1 [ u/s do salto hidráulico ] =
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0
Velocidade normal v1 [ u/s do salto hidráulico ] =
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0
Número de Froude para profundidade normal F1 =
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0 Profundidade Sequente y2 [ d/s do salto hidráulico ] =
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0
k | Profundidade
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() | Área
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() | Velocidade
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() | Carga de velocidade
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() | Carga específica
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() | Perímetro molhado
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() | Raio hidráulico
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() | Declividade de atrito
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() | Declividade média
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() | Diferença de carga
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() | Incremento de comprimento
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() | Comprimento total
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() | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
|