Diseño de Caudal

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1 0.018 55.5555556 0.018 1.24 0.39 0.53379734 0.0025 0.05 1.84 M3/SEG 55.5555556 0.018 0.53379734 0.05 1.48277039 1.48277039 1.24 4.9 0.25306122 0.7 0.4 1.5 2.2 1.24 0.7 4.9 1.8 2 1000 0.002

description

caudal

Transcript of Diseño de Caudal

Page 1: Diseño de Caudal

1 0.018 55.55555560.018

1.240.39 0.53379734

0.0025 0.05

1.84 M3/SEG

55.5555556 0.0180.53379734

0.05

1.48277039 1.482770391.24

4.9

0.25306122 0.7 0.4 1.52.2

1.24 0.7 4.91.8

21000

0.002

Page 2: Diseño de Caudal

0.6

A= ?E= 0 0I = 2.7 1.35 1.1P = 7.52 1.88 0.68H = 0.2 0.6 0.2

3

A= 10.42 m2

V = Velocidad m/seg.D = Distancia mT = Tiempo seg

V=

M 1 M 2 M 3 M 4D = 20 20 20 20T = 47 59 61 41

V = 0.38 m/seg

A= 10.42 m2V = 0.38 m/segQ= 4.00769231 m3/seg

�=ℎ/3 +2 +4 ) (� � �

�=����E = ExtremosI = ImparesP = Pares

H = Divisiones

E 2

�=�/�

�=� � �

Page 3: Diseño de Caudal

0.6 0.6 0.6 0.6

0.68 1.1 1.2

0.25

0.251.2

Promedio2052

2 3 4 5 E

D

s

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