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DISEÑO DE REDES CERRADAS

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0 220 440 660 880110Meters

1:10,000

L=800

L=900 L=1000

L=700

L=900

L=820 L=800

Q2=70

Q4=50

Q3=80

Q6=60 Q5=40

Qi=300150

µ

167.695 l/s

132.305 l/s

72.305 l/s37.885 l/s

12.115 l/s

92.115 l/s

6.714 l/sI II+ +

LEYENDA

CAUDAL i-6CAUDAL 2-3

CAUDAL 2-5CAUDAL 3-4CAUDAL 4-5CAUDAL 5-6

CAUDAL i-2

XY XY XY MANZANA

CORRECCION DE CAUDAL