canalenlinea01.php:   Tirante normal en un canal prismático


Diagrama de definición
Fórmulas


A = y(b + zy)
P = b + 2y(1 + z2)1/2
T = b + 2zy
R = A/P
D = A/T
Q = (k/n) AR2/3S1/2
V = Q/A
F = V/(gD)1/2

DATOS DE ENTRADA:

Seleccione:   

Caudal Q:      

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Ancho del fondo b:      

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Pendiente del lado z:      

Pendiente de fondo S:      

Coeficiente de Manning n:      

CÁLCULOS INTERMEDIOS:

Unidades:   
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Aceleración de la gravedad g:   
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Constante k:   
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0

Perímetro mojado P:   
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0
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Ancho de la superficie libre T:   
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0
Warning: Undefined variable $lengthunits in /var/www/html/ponce/canalenlinea01.php on line 370

Área de flujo A:   
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0
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Radio hidráulico R:   
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Profundidad hidráulica D:   
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RESULTADOS:

Tirante normal yn:   
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Velocidad media Vn:   
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Número de Froude Fn:   
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0


            

  Su pedido fue procesado el 250403 a horas 04:30:34.


Gracias por usar canalenlinea_01.    [090304]

Count 

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tirante normal tirante crítico tirantes normal y crítico tirante normal alcantarilla tirante crítico alcantarilla
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flujo crítico en angostamiento profundidad secuencial resalto pérdida de energía resalto profundidades secuenciales resalto eficiencia del resalto
método racional número de la curva fórmula de Creager indicador de capacidad Muskingum
Blaney-Criddle Penman Penman-Monteith Thornthwaite Priestley-Taylor
Gumbel Log Pearson III método gráfico TR-55 tiempo de concentración balance hídrico
EUPS Dendy-Bolton Shields Colby vida útil de un reservorio
Oxígeno disuelto Salinidad (CE a SDT)