enlinearouting05:   Enrutamiento Muskingum-Cunge   ⇒   D = qo/(SocΔx)

F�rmulas

V = Qp/Ap         qo = Qp/Tp         c = βV

C = c(Δt/Δx)         D = qo/(SocΔx)

C0 = (-1+C+D)/(1+C+D)         C1 = (1+C-D)/(1+C+D)         C2 = (1-C+D)/(1+C+D)

O2 = C0I2 + C1I1 + C2O1

Bibliograf�a

Ponce, V. M. 1989. Engineering Hydrology, Principles and Practices. Prentice Hall, pages 291-297.
Ejemplo
DATOS DE ENTRADA:

Ingrese pico de descarga Qp (m3/s):   

Introduzca el �rea de flujo m�ximo Ap (m2):   

Introducir el ancho m�ximo del pico Tp (m):   

Introduzca el intervalo de tiempo Δt (hr):   

Introducir la longitud de alcance Δx (km):   

Introducir exponente de calificaci�n β :   

Introducir la pendiente inferior So (m/m):   

Introduzca el n�mero de ordenadas del hidrograma de entrada n:     

Introduzca las coordenadas del hidrograma de entrada Qi (start with Q0, separar cada valor con una coma; la longitud m�xima de la cadena es de 300 caracteres).

Qi:     

ECHO DE ENTRADA:

Descarga m�xima Qp =   m3/s          �rea de flujo m�ximo Ap =   m2          Ancho m�ximo del pico Tp =   m          

Intervalo de tiempo Δt =   hr          Longitud de alcance Δx =   km          Exponente de calificaci�n β =             

Pendiente inferior =   (m/m)          N�mero de ordenadas del hidrograma de entrada n =  

Qi  (0) =  .   

RESULTADOS:

N�mero de courant C =                   C�lula n�mero de Reynolds D =  

Intervalo de tiempoHora (hr)Hora (d�as)AfluenciaC0I2C1I1C2O1Salida
0   --- 

            

 Su solicitud fue procesada en  03:00:57 am on December 1st, 2024   [ 241201  03:00:57 ].

Gracias por correr enlinearouting05.     [070423]

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