Diseño Sifon Normal
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DISEÑO DE SIFON NORMAL
1 DATOS DE CAMPOZ1 5.7 mZ2 1.5 mZ3 0 mL1 2.8 mL2 0.6 mL3 8.145 mD 1 pulg
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11.545
4 Calculo del Numero de Reynols (Re)
Q Caudal 0.0008878421 m^3/sv Viscosidad cinematica 0.000001308 m^2/sD Diametro 0.0254 mRe Reynols 106894.2334 -
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DISEÑO DE SIFON NORMAL
2 ECUACION DE SIFON
UniónAdaptador
∆H Desnivel 1-2 4.2 m Tubo
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P Pi 3.141592654 - Válvula globog gravedad 9.81 m^2/s RejillaD Diametro 0.0254 m Válvula checkf Factor friccion 0.02 - Codo 90°L Longitud sifon 11.545 m T salida directoK ∑coef.perd.acceserios 16.75 - Codo 45°
5 6
7Ɛ Rugosidad absoluta 0.000003D Diametro 0.0254Ɛd Rugosidad relativa 0.00011811
∆H Desnivel 1-2 4.2p Pi 3.14159265358979g gravedad 9.81D Diametro 0.0254f Factor friccion 0.02L Longitud sifon 11.545K ∑coef.perd.acceserios 16.75
Calculo de la rugosidad relativa (Ɛd)
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Vx AQ d 11.545
t 10.31a 1.2173695880052E-05q 1.3631941700796E-05
3 ASUMIMOS "f" y hallamos "Q"
0.30.50.3 Q 0.00088784
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100.752.50.90.60.4
Calculo de f con el diagrama de MOODY Usamos Ɛd y Re
f 0.013
Calculo del caudal corregido
Q 0.00094566 m^3/s
m-
m^2/sm-
m-
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Vol TIEMPO Q0.008 10.31 0.000775950.008 10.37 0.000771460.008 10.67 0.000749770.008 10.24 0.000781250.008 10.39 0.000769970.008 10.83 0.000738690.008 10.75 0.000744190.008 10.73 0.000745570.008 10.65 0.000751170.008 10.48 0.00076336
Q Promedio 0.00075914
ASUMIMOS "f" y hallamos "Q"
m^3/s
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