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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
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