plano aass model (1)
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COTA TERRENO DE POZO
PROFUNDIDAD DE EXCAVACIÓN
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PUENTE PEATONAL COLGANTE
RIO NAMBIJA
PROYECTO:
DISEÑO:
DALTON JIMBO QUEVEDO
CONTIENE: FECHA: ENERO/2014
ESCALA:
DIBUJO:
14
ESTUDIO Y DISEÑO DEL SISTEMA DEALCANTARILLADOSANITARIO, PLUVIAL Y EDAR PARA EL BARRIO CHAMICO
1:1100
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REVISA:
DIRECTORA DE TESIS
APROBÓ:
TESISTA
GOBIERNO AUTÓNOMO DESCENTRALIZADO DE LA PARROQUIA CUMBARATZA
DALTON JIMBO
SONIA GONZAGA., Ing.
APROBÓ:
DIRECTOR GDMIC JHON SOTO L., MSc
G.A.D. CUMBARATZA JAIME FARES R.,DR
SUPERVISA:
FERNANDO OÑATE V. Ph.DRESPONSABLE DE LA SECCIÓN
DE RECURSOS HIDRICOS
DATOS HIDRÁULICOS ALCANTARILLADO SANITARIO
NOTA : LA TUBERIA SE LA UBICARA AL SUR - OESTE S I M B O L O G I A
POZO CABECERA
NÚMERO DE TRAMO13
v=1.41 m/sS= 7.70 %Q=1.50 l/s Ø=200 mmL=45.00 m
v=0.58 m/sS= 0.60 %Q=1.50 l/s Ø=200 mmL=42.19 m
v=0.61 m/sS= 0.70 %Q=1.50 l/s Ø=200 mmL=54.84 m
v=0.78 m/sS= 0.13 %Q=1.50 l/s Ø=200 mmL=54.84 m
v=0.58 m/sS= 0.60 %Q=1.50 l/s Ø=200 mmL= 87.98 m
v=0.64 m/sS= 0.80 %Q=1.50 l/s Ø=200 mmL=50.31 m
v=0.61 m/sS= 0.70 %Q=1.50 l/s Ø=200 mmL=55.41 m
v=0.90 m/sS= 2.10 %Q=1.50 l/s Ø=200 mmL=83.92 m
v=0.91 m/sS= 2.2 %Q=1.50 l/s Ø=200 mmL=33.59 m
v=0.61 m/sS= 0.70 %Q=1.50 l/s Ø=200 mmL=89.93 m
v=0.60 m/sS= 0.60 %Q=1.68 l/s Ø=200 mmL=82.17 m
v=0.81 m/sS= 1.60 %Q=1.50 l/s Ø=200 mmL=76.93 m
v=0.64 m/sS= 0.80 %Q=1.50 l/s Ø=200 mmL=71.87 m
v=0.81 m/sS=1.60 %Q=1.50 l/s Ø=200 mmL=89.04 m
v=0.93 m/sS= 2.30 %Q=1.50 l/s Ø=200 mmL=51.42 m
v=0.61 m/sS= 0.70 %Q=1.50 l/s Ø=200 mmL=59.15 m
v=0.93 m/sS= 1.90 %Q=1.93 l/s Ø=200 mmL=53.66 m
v=0.63 m/sS= 0.60 %Q=2.01 l/s Ø=200 mmL=53.66 m
v=0.66 m/sS= 0.90 %Q=1.50 l/s Ø=200 mmL=100 m
v=0.58 m/sS= 0.60 %Q=1.50 l/s Ø=200 mmL=100m
v=0.61 m/s
Q=1.50 l/s Ø=200 mmL=43.01 m
v=0.88 m/sS= 2.00 %Q=1.50 l/s Ø=200 mmL=77.53 m
v=0.61 m/sS= 0.70 %Q=1.50 l/s Ø=200 mmL=40.09 m
v=0.58 m/sS= 0.60 %Q=1.50 l/s Ø=200 mmL=25.10 m
v=0.85 m/sS= 1.80 %Q=1.50 l/s Ø=200 mmL=47.02 m
v=0.69 m/sS= 0.60 %Q=2.78 l/s Ø=200 mmL=80.00 m
v=0.70 m/sS= 0.60 %Q=2.85l/s Ø=200 mmL=70.83 m
v=0.64 m/sS= 0.70 %Q=2.85 l/s Ø=200 mmL=50.84 m
v=1.17 m/sS= 3.50 %Q=2.01 l/s Ø=200 mmL=22.77 m
S= 0.70 %
v=0.74 m/sS= 1.20 %Q=1.50 l/s Ø=200 mmL=41.72 m
v=1.37 m/sS= 7.1 %Q=1.50 l/s Ø=200 mmL=45.00 m
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