alcantarillado
Post on 20-Feb-2016
221 Views
Preview:
DESCRIPTION
TRANSCRIPT
Cole
ltor
Tram
o
Coefi
cien
te d
e M
anni
ng
Diam
etro
Inte
rno
Pend
ient
e
V M
anni
ng
Q M
anni
ng
Qm
ax/Q
dot
1 2 3 4 5 6 7 8 9Ext -A1 A 2.30073467 0.00833 0.672 0.047 7.923981 2.8104242 0.81864
B 2.35448267 0.00833 0.672 0.0424 7.526229 2.6693522 0.88204C 2.40823067 0.00833 0.672 0.0562 8.664882 3.073202 0.78362D 2.46197867 0.00833 0.672 0.0488 8.074292 2.8637352 0.85971
Aliviadero 0.008 0.00833 0.672E 0.05960667 0.00833 0.672 0.0093 3.524812 1.2501566 0.04768
C1 A 0.12561967 0.00833 0.672 0.0454 7.787937 2.762173 0.04548B 0.20737267 0.00833 0.672 0.0454 7.787937 2.762173 0.07508C 0.34006567 0.00833 0.672 0.0446 7.719016 2.7377285 0.12421
0 0.00833 0.672 0 0A2 A 0.06842667 0.00833 0.672 0.016 4.623326 1.63977 0.04173
B 0.07671747 0.00833 0.672 0.0165 4.69501 1.6651943 0.04607
Q p
luvi
al +
Q re
sidua
l ac
umul
ado
Parametro ValorCoef. Escorrentia vial (C Vial) 0.9Coef. Escorrentia parcela (C parcela) 0.75 Para el Caudal:Coef. Escorrentia zonas verdes (C verde) 0.3Intensidad de lluvia 400Dotación domestica 300Hab/ vivienda 4Factor punta 2.4Coef. Manning 0.00833
Col
elto
r
Tram
o
supe
rfic
ie v
ial
Supe
rfic
i Par
cela
Supe
rfic
ie v
erde
Supe
rfic
ie T
otal
Sum
a C
i Si
Q p
luvi
al
Q p
luvi
al a
cum
ulad
o
Viv
iend
as
Q re
sidu
al
Q to
tal A
cum
ulad
o
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15Ext - 0 0 2.251 2.25A1 A 520 1011.6 0 1531.6 1226.7 1226.7 0.04907 0.049068 2.251 20 0.0006667 0.000667 2.30
B 650 1011.6 0 1661.6 1343.7 2570.4 0.05375 0.102816 2.251 20 0.0006667 0.001333 2.35C 650 1011.6 0 1661.6 1343.7 3914.1 0.05375 0.156564 2.251 20 0.0006667 0.002 2.41D 650 1011.6 0 1661.6 1343.7 5257.8 0.05375 0.210312 2.251 20 0.0006667 0.002667 2.46
Aliv. 0 0 0 0 0 0.008 0 0 0.01E 572 1011.6 0 1583.6 1273.5 1273.5 0.05094 0.05094 0.008 20 0.0006667 0.000667 0.06
C1 A 1600 2245.1 0 3845.1 3123.825 4397.325 0.12495 0.124953 0 20 0.0006667 0.000667 0.13B 400 2245.1 0 2645.1 2043.825 6441.15 0.08175 0.206706 0 20 0.0006667 0.001333 0.21C 400 2245.1 0 2645.1 2043.825 8484.975 0.08175 0.339399 0 20 0.0006667 0.002667 0.34
A2 A 245 0 0 245 220.5 220.5 0.00882 0.05976 0.008 20 0.0006667 0.003333 0.07B 230.3 0 0 230.3 207.27 427.77 0.00829 0.068051 0.008 20 0.0006667 0.000667 0.08
Sum
a C
i Si
Acu
mul
ado
Q a
dici
onal
ac
umul
ado
Q re
sidu
al
Acu
mul
ado
( )10,000,000
i ip
I C SQ
top related