View
230
Download
0
Category
Preview:
DESCRIPTION
caudal corregido
Citation preview
XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXYXY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
DISEÑO DE REDES CERRADAS
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
XY
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
Recommended