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enlinea_curva_remanso_24:   Perfil de la superficie del agua S1



DATOS DE ENTRADA:

Seleccione:   

Descarga Q (m3/s) [pies cúbicos por segundo] :    

Ancho de fondo B (m) [pies] :    

Talud z (z H:1 V):    

Coeficiente de Manning:    

Pendiente de fondo So (m/m) [pies/pies] :    

Profundidad de flujo aguas abajo yd (m) [pies] (una profundidad de flujo subcrítico subnormal):    

[ Si se deja en blanco, se utilizará un valor de yd = 3*y2 ]

Número n de intervalos de cálculo (rango sugerido 50-200):        

[ Si se deja en blanco, se utilizará un valor de 100 ]

Número m de intervalos en la tabla de resultados (rango sugerido 10-50):        

[ Si se deja en blanco, se utilizará un valor de 10 ]


ECO DE LA ENTRADA:


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Descarga Q =                
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Ancho de fondo B =                
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Talude z =  


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Coeficiente de Manning =                
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Pendiente de fondo So =  


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Profundidad de flujo aguas abajo   yd =  0   [ yd se calculó de forma predeterminada ]


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Número de intervalos computacionales n =                
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Número de intervalos en la tabla de salida m =   


RESULTADOS:

Intervalo computacional de profundidad Δy =  
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0                    

Intervalo de profundidad en la tabla de resultados (Δy)t =  
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0

Profundidad normal y1 [ u/s del salto hidráulico ] =  
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0                    

Velocidad normal v1 [ u/s del salto hidráulico ] =  
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0                    

Número de Froude a la profundidad normal F1 =  
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0

Profundidad secuente y2 [ d/s del salto hidráulico ] =  
Warning: Undefined variable $sequentdepth in /var/www/html/ponce/enlineacurvaremanso24.php on line 659

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0

kProfundidad

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()
Area

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()
Velocidad

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()
Carga de velocidad

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()
Carga específica

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Perímetro mojado

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Radio hidráulico

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()
Pendiente de fricción

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()
Pendiente media

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()
Diferencia en la carga específica

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Incremento de longitud

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Longitud total

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()
0000000000000


            

  Su solicitud fue procesada en  11:11:21 pm on April 3rd, 2025   [ 250403  23:11:21 ].


Gracias por usar   enlinea_curva_remanso_24   [Version 1.1.0,   150624]

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