enlineatransito01:   Tránsito a través de un reservorio lineal    ⇒   S = K O

F�rmulas

O2 = C0I2 + C1I1 + C2O1        C0 = (Δt/K)/[2+(Δt/K)]

C1 = C0        C2 = [2-(Δt/K)]/[2+(Δt/K)]

Bibliograf�a

Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 256-259.
Ejemplo
DATOS DE ENTRADA:

Intervalo de tiempo Δt (hr):     

Constante de almacenamiento K (hr):     

N�mero de ordenadas del hidrograma de entrada n:     

Coordenadas del hidrograma de entrada Qi (Empezar con Q0, separar cada valor con una coma; la longitud m�xima de la cadena es de 300 caracteres).

Qi:     

ECO DE LOS DATOS DE ENTRADA:

Intervalo de tiempo Δt =   hr               Constante de almacenamiento K =   hr               N�mero de ordenadas del hidrograma de entrada n =  

Qi  (0) =  .   

RESULTADOS:

Razón Δt/K =  

Intervalo deHora (hr)Descarga de entradaC0I2C1I1C2I1Descarga de Salida
0  --- 

            

  Su solicitud fue procesada en  04:25:29 am on February 26th, 2025   [ 250226  04:25:29 ].

Gracias por correr enlineatransito01.    [171003]

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