ECHO DE ENTRADA:
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Descarga máxima Qp = m3/s
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Área de flujo máximo Ap = m2
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Ancho máximo del pico Tp = m
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Intervalo de tiempo Δt = hr
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Longitud de alcance Δx = km
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Exponente de calificación β =
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Pendiente inferior = (m/m)
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Número de ordenadas del hidrograma de entrada n =
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Qi (0) = . >
RESULTADOS:
Número de courant C =
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Célula número de Reynolds D =
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Intervalo de tiempo | Hora (hr) | Hora (días) | Afluencia | C0I2 | C1I1 | C2O1 | Salida | 0 | | | | - | - | - | |
|