canalenlinea15.php:   Descarga en un canal prismático usando la ecuación de Manning


Diagrama de definición
Fórmulas:

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

DATOS DE ENTRADA:

Seleccione:   

Ancho de fondo b:      

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Profundidad y:      

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Pendiente de lado z:      

Pendiente de fondo S:      

Número 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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Perímetro mojado P:   
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Ancho de la superficie libre T:   
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Área A:   
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Radio hidráulico R:   
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Profundidad hidráulica D:   
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RESULTADOS:

Descarga Q:   
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Velocidad V:   
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Número de Froude F:   
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  Su pedido fue procesado el 250403 a horas 04:33:53.


Gracias por usar canalenlinea_15.  [110820]

Count 

enlinea calc
tirante normal tirante crítico tirantes normal y crítico tirante normal alcantarilla tirante crítico alcantarilla
descarga canal prismático descarga alcantarilla circular descarga bajo compuerta descarga sobre aliviadero pendiente crítica
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)