Calculo Redes Sistema Indirecto Te Dist Mag
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CALCULO DE REDES INTERIORES : SISTEMA INDIRECTO ( Tanque Elevado - Puntos de Agua ) Tuberia C Descrip. PVC 140 Presion (m) FºGº 100 Velocidad (m/s) Q Vasum. Ø ded. Ø com. Vr Longitud (m) Hf Pi Pf S V TRAMO U.G. (l/s) (m/s) (mm) (pulg) (mm) (m/s) Long. Fisica long. Equiv. Long. Total (m) (m) (m) (m) (m/s) A-B 20 0.54 2.00 18.54 1/2" 15.00 3.056 25.00 5.00 30.00 23.461 0 1.539 0.782 3.056 A-C 13 0.4 15.96 1/2" 15.00 2.264 25.00 5.00 30.00 13.466 1.539 -11.927 0.449 2.264 A-D 126 1.878 34.58 1/2" 15 10.628 27.50 5.50 33.00 258.914 29.039 -229.876 7.846 10.628 A-E 96 1.63 32.21 1/2" 15 9.224 27.50 5.50 33.00 199.235 -202.376 -401.611 6.037 9.224 A-F 72 1.38 29.64 1/2" 15 7.809 30.00 6.00 36.00 159.729 -371.611 -531.340 4.437 7.809 A-G 36 0.85 23.26 1/2" 15 4.810 30.00 6.00 36.00 65.168 -501.340 -566.508 1.810 4.810 A-H 12 0.38 15.55 1/2" 15 2.150 32.50 6.50 39.00 15.921 -534.008 -549.929 0.408 2.150 A-I 92 1.584 31.76 1/2" 15 8.964 32.50 6.50 39.00 223.315 20.573 -202.742 5.726 8.964 Pulg. 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12" mm. 15.00 20.00 25.00 32.00 40.00 50.00 65.00 75.00 100.00 150.00 200.00 250.00 300.00 Diametro deducida: Velocidad real Constante Perdida de carga Øded =20 CÁLCULO HIDRÁULICO DE LA RED DE AGUA FRÍA Tramo UH Q Φ Di V Longitud de Tubería Equivalente de Accesorios LAcc LTub Ltot ΔH hf Py (lt/s) (pulg) (mm) (m/s) Accesorio Leq Cant Lacc (m) (m) (m) (m) (m) A-B 4 0.16 1-Feb 16.2 0.78 Codo 90° 0.532 2 1.064 1.064 2.06 3.124 1.8 0.153 3.953 Red a 1/2” N.E. 0 0 Tee 0.354 0 0
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Transcript of Calculo Redes Sistema Indirecto Te Dist Mag
CALCULO DE REDES INTERIORES : SISTEMA INDIRECTO ( Tanque Elevado - Puntos de Agua )
Norma : IS-010Tuberia C Descrip. Minima Maxima
PVC 140 Presion (m) 2.00 50.00FºGº 100 Velocidad (m/s) 0.60 3.00
Q Vasum. Ø ded. Ø com. Vr Longitud (m) Hf Pi Pf S V Observacion
TRAMO U.G. (l/s) (m/s) (mm) (pulg) (mm) (m/s) Long. Fisica long. Equiv. Long. Total (m) (m) (m) (m) (m/s) Presion Velocidad
A-B 20 0.54
2.00
18.54 1/2" 15.00 3.056 25.00 5.00 30.00 23.461 0 1.539 0.782 3.056 NO NO
A-C 13 0.4 15.96 1/2" 15.00 2.264 25.00 5.00 30.00 13.466 1.539 -11.927 0.449 2.264 NO OK
A-D 126 1.878 34.58 1/2" 15 10.628 27.50 5.50 33.00 258.914 29.039 -229.876 7.846 10.628 NO NO
A-E 96 1.63 32.21 1/2" 15 9.224 27.50 5.50 33.00 199.235 -202.376 -401.611 6.037 9.224 NO NO
A-F 72 1.38 29.64 1/2" 15 7.809 30.00 6.00 36.00 159.729 -371.611 -531.340 4.437 7.809 NO NO
A-G 36 0.85 23.26 1/2" 15 4.810 30.00 6.00 36.00 65.168 -501.340 -566.508 1.810 4.810 NO NO
A-H 12 0.38 15.55 1/2" 15 2.150 32.50 6.50 39.00 15.921 -534.008 -549.929 0.408 2.150 NO OK
A-I 92 1.584 31.76 1/2" 15 8.964 32.50 6.50 39.00 223.315 20.573 -202.742 5.726 8.964 NO NO
Pulg. 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8" 10" 12"mm. 15.00 20.00 25.00 32.00 40.00 50.00 65.00 75.00 100.00 150.00 200.00 250.00 300.00
Diametro deducida: Velocidad real Constante Perdida de carga
Øded =20
CÁLCULO HIDRÁULICO DE LA RED DE AGUA FRÍA
Tramo UHQ Φ Di V Longitud de Tubería Equivalente de Accesorios LAcc LTub Ltot ΔH hf
Py(lt/s) (pulg) (mm) (m/s) Accesorio Leq Cant Lacc (m) (m) (m) (m) (m)
A-B 4 0.16 1-Feb 16.2 0.78
Codo 90° 0.532 2 1.064
1.064 2.06 3.124 1.8 0.153 3.953Red a 1/2” N.E. 0 0
Tee 0.354 0 0
A-B 4 0.16 1-Feb 16.2 0.78
Válv.Comp. 0.112 0 0
1.064 2.06 3.124 1.8 0.153 3.953
B-C 15 0.44 3-Apr 20.4 1.35
Codo 90° 0.777 0 0
0.682 2.74 3.422 0 0.354 4.307Red a 1/2” 0.164 1 0.164
Tee 0.518 1 0.518
Válv.Comp. 0.164 0 0
C-D 21 0.56 1 26.2 1.04
Codo 90° 1.023 5 5.115
6.911 7.49 14.401 0 0.689 4.996Red a 3/4” 0.216 1 0.216
Tee 0.682 1 0.682
Válv.Comp. 0.216 0 0
D-E 39 0.9 1 1/2 40.8 0.69
Codo 90° 1.554 2 3.108
4.714 7.44 12.154 0 0.162 5.158Red a 1” 0.57 0 0
Tee 1.036 1 1.036
Válv.Comp. 0.328 0 0
E-F 58 1.23 1 1/2 40.8 0.94
Codo 90° 1.554 2 3.108
4.144 3.14 7.284 0 0.173 5.331Red a 1” 0.57 0 0
Tee 1.036 1 1.036
Válv.Comp. 0.328 0 0
