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CALCULO DE DIAMETROS EN TUBERIAS 1.- DATOS: Presion de la red publica (PM) = Altura estatica estatica del edificio edificio (HT) = salida en el aparato mas alejado (Ps) = Distacias de los tramos (el mas critico):
Tramo
30.00 mca 5.00 m 3.50 m
=
42.67 Lb/pulg2
Distancia (m)
M-1 1-2 2-3 3-4 4-5 5-6
2.15 3.72 7.57 3.00 6.00 2.68
* todos los aparatos son de tanque
2.- CALCULO DE LAS UNIDADES HUNTER: PIEZA
UND. HUNTER
llave de riego = baño labadero= medi baño= labadero cocina=
2.00 6.00 3.00 4.00 3.00
CANTIDAD
TOTAL
1.00 5.00 1.00 1.00 2.00
2.00 30.00 3.00 4.00 6.00
45.00 5.00 UN 3.- CALCULO DE LA PERDIDA DE CARGA DISPONIBLE: Hf = PM - HT - Ps Hf =
21.5 21.50 0m
4.- SELECCIÓN DE DIAMETROS Y PERDIDAS DE CARGA EN CADA TRAMO: TRAMO: tramo de M - 1 Q=
Ф=
1.03 l/seg 1" s=
0.28
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L=
2.15
longitud equivalente: 2 codos codos de 90 0.96 0.96 1 valvula = 0.20 m 1.16 Hf = 0.91 m
tramo de 1 - 2 UND. = Q=
Ф= L=
2.00 = 0.97 l/seg 1" s= 3.72
0.12 l/ l/seg 0.28
longitud equivalente: 1 tee = 1.50 m Hf = 1.46 m
tramo de 2 - 3 UND. = Q=
Ф= L=
22.00 = 0.52 l/seg 1" s= 7.57
0.90 l/ l/seg 0.07
longitud equivalente: 3 tees = 0 codos de 90º = Hf =
4.50 m 0.00 m 4.50 m
0.88 m
tramo de 3 - 4 UND. = Q=
Ф= L=
9.00 = 0.34 l/seg 3/4" s= 3.00
longitud equivalente:
0.37 l/ l/seg 0.15
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tramo de 4 - 5 UND. = Q=
Ф= L=
2.00 = 0.09 l/seg 3/4" s= 6.00
0.50 l/ l/seg 0.01
longitud equivalente: 2 tees = 2 codos de 90º = Hf =
3.00 m 1.00 m 4.00 m
0.13 m
tramo de 5 - 6 UND. = Q=
Ф= L=
0.00 = 0.09 l/seg 3/4" s= 2.68
0.00 l/ l/seg 0.01
longitud equivalente: 2 tees = 2 codos de 90º = Hf =
3.00 m 1.00 m 4.00 m
0.09 m
5.- PERDIDA DE CARGA TOTAL POR LONGITUD DE TUBERIA Y ACCESORIOS: Hf =
3.92
≤
Hf = 21.50
¡ OK !
6.- CALCULO DE LAS PRESIONES EN CADA PUNTO: Punto M 1.00 2.00 3.00
Haltura 0.00 1.00 1.00 1.00
PM= P1= P2= P3=
30.00 28.09 25.63 23.75
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* NOTA: Por defecto se va a considerar en los tramos sobrantes tuberias de 1/2" por
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.
=
Q =
1.03 l/seg
(se tabula en el abaco HUNTER)
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no pertenecer al tramo critico
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CALCULO DE UN SISTEMA INDIRECTO INDIRECTO 1.- CALCULO DEL DIAMETRO DEL MEDIDOR PARA UN SISTEMA DIRECTO:
Presion de la red publica (PM) = Altura estatica del edificio (HT) = salida en el aparato mas alejado (Ps) = Distacias de los tramos (el mas critico): Tramo
30.00 5.00 3.50
Distancia (m)
M-1 1-2 2-3 3-4 4-5 5-6
2.15 3.72 7.57 3.00 6.00 2.68
2.- CALCULO DE LA PERDIDA DE CARGA DISPONIBLE: Hf = PM - HT - Ps Hf =
21.5 21.500 m
2.- perdida de carga en el medidor: Hfm = 0.5(PM - HT - Ps) Hfm Hfm = Hfm =
10.7 10.755 m 15.265 15.265 lib/pulg2 lib/pulg2
3.- CALCULO DE LAS UNIDADES HUNTER:
mc a m m
=
42.67
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entonces con el abaco encontramos el diametro:
Q = 16.27 gls/min Ф = 3/4"
5.- CALCULO DE LA TUBERIA DE ENTRADA ALA SISTERNA:
Dotacion o consumo diario del edificio (VCD) = Altura estatica del medidor a la sisterna (HT) = longitud de la linea de servicio (L) = tiempo de llenado (T) =