ambiental

Jose Alfredo Villafuerte Monroy 201045863

Poblacion actual = 2175 hab
Tasa de crecimiento = 3.00%
Dotacion = 150 l/hab/dia
Periodo de diseño = 21 años
Pf = 2175*1.0321= 4046.14 hab = 4047Qm= Pf*Dot/86400 =4047*150/86400 = 7.026L/s
Qc= 1.2Qm = 1.2*7.026= 8.4313 L/s
Qc1 = 5.00 l/seg
Qc2 = 8.4313 l/seg
Presion minima= 10 m

LINEA DE CONDUCCION (T.CAP 1 A T.CAP 2)
Qc = 5.00 l/seg
#tubos = 206 / 6 = 35 tubos
= 59.57 m
)1/4.87 = 1.64”
Diámetro a utilizar= 1 ½ = 1.754”

LINEA DE CONDUCCION ( T.CAP 2 A CRP.1)
Qc = 8.4313 l/seg
Pendiente de terreno tramo 1 = (1680.78 –1560.16) / (853.62) = 0.1413 = 14.13%
Cota CRP.1 = 1680.78 – 90 = 1590.78 m
Ubicación de CRP.1
H= long*pend.
90= long * 0.1413
Long = 90/0.1413 = 636.94 m
# tubos = 636.94 / 6 = 106 tubos
Long.real= 106*6 = 636 m.
= 80 m
)1/4.87 = 2.3745”
Diámetro a utilizar = 2 ½ = 2.655”

LINEA DE CONDUCCION ( CRP.1 A CRP.2)
Qc = 8.4313 l/seg
Pendiente de terreno tramo 2 = (1560.16 - 1322.35) /(895.48) = 0.2656 = 26.56%
Cota CRP.2 = 1590.78 m – 90 = 1500.78 m
Ubicación de CRP.2
H1= 1590.78 – 1560.16 = 30.62
H2= long.2*pend.
59.38 = long.2 * 0.2655
Long 2 = 59.38/0.2656 = 223.56 mLong 1 = 905.50 – 636 = 269.50 m
Long total = 493.06 m
# tubos = 493.06 / 6 = 82 tubos
Long. real= 82*6 = 492 m.
= 80.78 m
)1/4.87 = 2.2525”
Diámetro a utilizar = 2 ½ = 2.655”




LINEADE CONDUCCION ( CRP.2 A CRP.3)
Qc = 8.4313 l/seg
Pendiente = 0.2656 = 26.56%
Cota CRP.3 = 1500.78 m – 90 = 1410.78 m
Ubicación de CRP.3
H = 90
90 = long * 0.2655
Long = 90/0.2656 = 338.85 m
#tubos = 338.85 / 6 = 56 tubos
Long. real= 56*6 = 336 m.
= 80.78 m
)1/4.87 = 2.0829”
Diámetro a utilizar = 2” = 2.18”

LINEA DE CONDUCCION ( CRP.3 A T.D.)
Qc = 8.4313 l/seg
Pendiente =0.2656 = 26.56%
Cota T.D = 1322.35
Ubicación de CRP.3
Long = (905.5 +895.48) – (636+492+336)= 336.98 m
# tubos = 336.98 / 6 = 57 tubos
Long. real= 57*6 = 342 m.
= 68.43 m
)1/4.87 = 2.1586”...