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EJEMPLO ESTACION DE BOMBEO
Se trata de calcular una instalación de bombeo para suministrar un caudal de 5 m3/h de agua, desde un pozo cuyo nivel de agua se encuentra a 4 metros po debajo de la cota de terreno, hasta un depósito de almacenamiento de agua cuy borde superior se encuentra a un desnivel de +12 metros respecto a la cota d referencia de emplazamiento del eje de la bomba en el borde del pozo.
Por otro lado, el terreno donde se sitúa el pozo está a una altitud topográfica d unos 400 m sobre el nivel del mar.
Li=50m
Di Hi=12m
Hg Motor-bomba
La=8m
Ha=4m Da
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CALCULOS
Para bomba funcionamiento no continuo(8h):
D
=
C
√ Q ∗ X1/4
=
0,9
0,01388∗(24 )1/4
=
0.0924
m
=
92mm(4pul
D=diámetro económico (m) Q=Caudal (m3/s) X= No de horas de bombeo por día / 24horas C=f(electricidad, materiales, maquinaria)(0.7-1.6).
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BOMBA AGUA materias FG
1) ALTURA SUCCION (caudal Q =50m3/hr=13,88L/s) descripcion
m
mca
a) ha - altura estatica de aspiracion
4
b) longitudes: La
8,00
longitud equivalente a los virtuales (de tabla fig.1.41) válvula de pie con rejilla 4”
23,00
codo 4" de 90 grados (1 codos)
3,40
lt = longitud total (real + equivalente)
34,40
en el abaco Fair-Whipple-Hsiao, ingresando con
Reading a Preview Q=13,88 L/s, y Diam. Succi = 4",You're se obtiene la perdida carga unitaria: Ju = 0,045 Unlockm/m full access with a free trial. y la velocidad vo=1,6 m/s
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c) Perdida de carga en la succion Ja: Ja = Ju X lt = 0,045 X 34,4
1,55
d) Altura representativa de la velocidad
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1) ALTURA IMPULSION (caudal Q = 13,88 L/s) descripcion
m
mca
a) hr - altura estatica de impulsion
12,00
b) longitudes: Li
50,00
longitud equivalente a los virtuales (de tabla fig.1.41) válvula de retención 4" vertical
12,90
codo 4" de 90 grados (3pza)
10,20
lt = longitud total (real + equivalente)
73,10
en el abaco Fair-Whipple-Hsiao, ingresando con Q=13,88 L/s, y Diam. Succi = 4", se obtiene la perdida carga unitaria: Ju = 0,045 m/m y la velocidad vr = 1,6 m/s c) Perdida de carga en la impulsion Ji: You're Reading a Preview Ji = Ju X lt = 0,045 X 73,1
3,29
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ALTURA TOTAL DE IMPULSION (Hr)
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15,29
CALCULO DE BOMBA
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Por ábacos de fabricantes:
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