canalenlinea05.php:   Tirante normal y tirante crítico en un canal prismático


Definición gráfica de un canal prismático
Fórmulas para el tirante normal


A = y(b + zy)
P = b + 2y(1 + z2)1/2
T = b + 2zy
R = A/P
D = A/T
Q = (C/n) AR2/3S1/2
V = Q/A
F = V/(gD)1/2
    Fórmulas para el tirante crítico


F2 = (Q2T)/(gA3)
F = 1
(Q2/g)T - A3 = 0
A = y(b + zy)
T = b + 2zy
V = Q/A
D = A/T

DATOS DE ENTRADA:

Seleccione:   

Caudal Q:      

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Ancho del fondo b:      

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Pendiente del lado z:      

Pendiente del fondo S:      

Número de Manning n:      

CÁLCULOS INTERMEDIOS
(tirante normal):

Unidades:   
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Acceleración de la gravedad g:   
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Constante de unidades C:   
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Área de flujo An:   
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0
Warning: Undefined variable $areaunits in /var/www/html/ponce/canalenlinea05.php on line 468

Perímetro mojado Pn:   
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0
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Ancho en la superficie Tn:   
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0
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Radio hidráulico Rn:   
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0
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Profundidad hidráulica Dn:   
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RESULTADOS
(tirante normal):

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

CÁLCULOS INTERMEDIOS
(tirante crítico):

Unidades:   
Warning: Undefined variable $unitsystemsname in /var/www/html/ponce/canalenlinea05.php on line 488

Acceleración de la gravedad g:   
Warning: Undefined variable $g in /var/www/html/ponce/canalenlinea05.php on line 489

Warning: Undefined variable $accelerationunits in /var/www/html/ponce/canalenlinea05.php on line 489

Área de flujo Ac:   
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0
Warning: Undefined variable $areaunits in /var/www/html/ponce/canalenlinea05.php on line 490

Perímetro mojado Pc:   
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Ancho en la superficie Tc:   
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Radio hidráulico Rc:   
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0
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Profundidad hidráulica Dc:   
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RESULTADOS
(tirante crítico):

Tirante crítico yc:   
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0
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Velocidad media Vc:   
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0
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Número de Froude Fc:   
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0


            

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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)