Ecuaciones para análisis de canales abiertos.Descripción completa
Descripción completa
Descripción: pequeño formulario de hidraulica
Formulario de Hidraulica de PerforacionDescripción completa
Descripción: formulas para flujo uniforma, secciones diferentes, coeficientes de manning
PARCIAL 1
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Descripción: Hidráulica de canales
Descripción completa
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Descripción: formulario de ondas y calor
Gg
Descripción: plan de negocio sobre un yogur de rosas
Descripción: denver 2
formularioDescripción completa
jhjjjjjDescripción completa
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Descripción: Incluye lo que se ve en el curso de calculo 2 en la facultad de ingenieria de la UAEM, ejemplo: funciones vectoriales, derivadas parciales, funciones en varias variables, integrales multiples y apl...
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Formulario de FisicaFull description
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ELEMENTOS GEOMÉTRICOS DE LA SECCIÓN TRANSVERSAL DE UN CANA
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ECUACIÓN DE CONTINUIDAD
ECUACIÓN DE LA ENERGÍA O ECUACIÓN DE BERNOULLI
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ENERGÍA ESPECÍFICA
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CONDICIÓN PARA LA ENERGÍA ESPECÍFICA MÍNIMA
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FUERZA ESPECÍFICA
F H 1 F H 2
g
F H 1 F H 2
QV 2 V 1
1
g
Q 2
A2
1
A1
_
F H 1
Q
2
A1 g
F H 2
Q
2
_
y1 A1
A2 g
Q
2
A1 g
y2 A2
Q
2
A2 g
You're Reading a Preview _ Q2 Q2 yUnlock A1 y 2 A with full access a free 2 trial. 1 A1 g A2 g _
Finalmente
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En donde se define a M como la función momentum: M yi Ai
Q2 Ai g
Para canales rectangulares la fuerza específica por unidad de ancho es:
M I
M b
q2
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RESALTO HIDRÁULICO: Longitud (Ls):
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FLUJO UNIFORME ECUACIÓN DE CHEZY
FACTOR DE RESISTENCIA DE CHEZY La ecuación de G.K .
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ECUACIÓN DE MANNING
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SECCIÓN DE CANAL CON RUGOSIDAD COMPUESTA
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Fórmula de Muhlhofer y Einstein y Banks: supusieron que la fuerza total resistente al flu decir, K·V2·P·L) es igual a la suma de las fuerzas de resistencia al flujo
Formula de Lotter: supuso que el caudal total de flujo es igual a la suma de los caudales d áreas subdivididas.
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DISEÑO DE CANALES CON FLUJO UNIFORME
Velocidad Mínima Permisible: En general puede adoptarse una velocidad media de 0.6
m/s cuando el porcentaje de limos presente en el canal es pequeño, y una velocidad m inferior a 0.76 m/s prevendrá el crecimiento de vegetación que disminuirá seriamente la c de transporte del canal.
Pendientes de Canal:
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Borde Libre: Una práctica corriente para canales en tierra, es dejar un borde libre o resgua a un tercio del tirante, es decir:
Mientras que para canales revestidos, el borde libre puede ser la quinta parte del tirante: You're Reading a Preview Unlock full access with a free trial.
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Existen también otros criterios para designar el valor del borde libre:
En relación al caudal se tiene:
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En relación al ancho de solera se tiene:
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En función al caudal, se recomienda:
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SECCIONES DE MÁXIMA EFICIENCIA HIDRÁULICA
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MÉTODO DIRECTO POR TRAMOS
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