Ingreso Sedimentador.docx
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1. Dimensionamiento de sección rectangular – Tramo final
2. Dimesionamiento de la compuerta de ingreso
b=
1.12 m
y1 =
1.90 m
y3 = a= Cc =
1.10 m 0.90 m 0.62
Cc = Cv = Cd = Q=
0.6000 0.9974 0.5281 3.26 m³/s
Ancho asumido: b= 1.15 m
(Ancho calculado)
2. Dimesionamiento de la compuerta de ingreso
b=
1.12 m
y1 =
1.90 m
y3 = a= Cc =
1.10 m 0.90 m 0.62
Cc = Cv = Cd = Q=
0.6000 0.9974 0.5281 3.26 m³/s
Ancho asumido: b= 1.15 m
(Ancho calculado)
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