metodo 1 cross correccion presiones
TRANSCRIPT
-
7/26/2019 METODO 1 Cross Correccion Presiones
1/85
UNIVERSIDAD PRIVADA DE
FACULTAD DE INGENIERIA
ESCUELA PROFESIONAL DE INGEN
ALUMNO : RICRADO PACO ORTIGOZO
FECHA : ABRIL DEL 2010
DATOS:
100.00mca
1.14E-06 m2/s
ks = 0.06000mm
ks = 0.00006 m
km = 10.00000
g = 9.80665 m/s2Error = 0.00001
Q= 200 L/s
60 L/s
1 500 m - 250 mm 2 400 m
120 L/s 50 L/s
80 L/s 10 L/s
250 mm 110 mm
- I -
300 m 200 m
6 600 m - 200 mm 5 400 m
40 L/s 20 L/s
40 L/s 30 L/s
NODO 1 2 3 4 5 6
PRESIN (m) 100 92.00 80.00 75.00 90.00 95.00
1 CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
2 1 - 2 500.00 250.00 92.00 100.00 8.000 2.2272
2 - 3 400.00 160.00 92.00 80.00 12.000 2.3300
400.00 160.00 92.00 80.00 9.232 2.0320
400.00 160.00 92.00 80.00 9.895 2.1070
400.00 160.00 92.00 80.00 9.737 2.0893
400.00 160.00 92.00 80.00 9.774 2.0935
400.00 160.00 92.00 80.00 9.765 2.0925
400.00 160.00 92.00 80.00 9.768 2.0928
P1=
=
Hfacce
= 10 v2/2g
%&
%'
METODO DE HARDY-CROSS CORRECCIMETODO DE HARDY-CROSS CORRECCI
RITAS T ITA
-
7/26/2019 METODO 1 Cross Correccion Presiones
2/85
400.00 160.00 92.00 80.00 9.767 2.0927
400.00 160.00 92.00 80.00 9.767 2.0927
400.00 160.00 92.00 80.00 9.767 2.0927
2 - 5 200.00 110.00 92.00 90.00 2.000 1.025
Q =
=
Hi= -0.2178669
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
3 3 - 2 400.00 160.00 80.00 91.78 11.782 2.3078
400.00 160.00 80.00 91.78 11.782 2.3078
400.00 160.00 80.00 91.78 9.067 2.0129
400.00 160.00 80.00 91.78 9.716 2.0870
400.00 160.00 80.00 91.78 9.561 2.0696
400.00 160.00 80.00 91.78 9.598 2.0737400.00 160.00 80.00 91.78 9.590 2.0728
400.00 160.00 80.00 91.78 9.592 2.0730
400.00 160.00 80.00 91.78 9.591 2.0729
400.00 160.00 80.00 91.78 9.591 2.0729
3 - 4 200.00 110.00 80.00 75.00 5.000 1.6656
Q =
=
Hi= -3.7676336
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
4 4 - 3 200.00 110.00 75.00 76.23 1.232 0.7906
4 - 5 400.00 160.00 75.00 90.00 15.000 2.6167
Q =
-Qdi =
=
Hi=6.2735521
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
5 5 - 2 200.00 110.00 90.00 91.78 1.782 0.9636
5 - 4 400.00 160.00 90.00 81.27 8.726 1.9730
5 - 6 600.00 200.00 90.00 95.00 5.000 1.3724
Q =
-Qdi =
=
-Qdi =
%& %'
-Qdi =
%& %'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
3/85
Hi= -1.9006198
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 95.00 100.00 5.000 2.2751
6 - 5 600.00 200.00 95.00 88.10 6.901 1.6263
Q =-Qdi =
=
Hi= 1.38433
2 CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
2 1 - 2 500.00 250.00 91.78 100.00 8.218 2.2586
2 - 3 400.00 160.00 91.78 76.23 15.550 2.6661
400.00 160.00 91.78 76.23 11.926 2.3225
400.00 160.00 91.78 76.23 12.800 2.4096
400.00 160.00 91.78 76.23 12.590 2.3889
400.00 160.00 91.78 76.23 12.640 2.3939
400.00 160.00 91.78 76.23 12.628 2.3927
400.00 160.00 91.78 76.23 12.631 2.3930
400.00 160.00 91.78 76.23 12.630 2.3929
400.00 160.00 91.78 76.23 12.630 2.3929
400.00 160.00 91.78 76.23 12.630 2.3929
2 - 5 200.00 110.00 91.78 88.10 3.683 1.418
Q =
=
Hi= -1.0224831
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
3 3 - 2 400.00 160.00 76.23 90.76 14.527 2.5735
400.00 160.00 76.23 90.76 14.527 2.5735
400.00 160.00 76.23 90.76 11.150 2.2425
400.00 160.00 76.23 90.76 11.963 2.3263
400.00 160.00 76.23 90.76 11.768 2.3064
400.00 160.00 76.23 90.76 11.815 2.3112
400.00 160.00 76.23 90.76 11.804 2.3101
400.00 160.00 76.23 90.76 11.807 2.3103
400.00 160.00 76.23 90.76 11.806 2.3103
400.00 160.00 76.23 90.76 11.806 2.3103
%&
%'
%&
%'
-Qdi =
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
4/85
3 - 4 200.00 110.00 76.23 81.27 5.041 1.6728
Q =
=
Hi= 6.305949
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
4 4 - 3 200.00 110.00 81.27 82.54 1.265 0.8017
4 - 5 400.00 160.00 81.27 88.10 6.826 1.7347
Q =
-Qdi =
=
Hi=2.2448175
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
5 5 - 2 200.00 110.00 88.10 90.76 2.660 1.1931
5 - 4 400.00 160.00 88.10 83.52 4.581 1.4061
5 - 6 600.00 200.00 88.10 96.38 8.285 1.7902
Q =
-Qdi =
=
Hi=1.0809987
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 96.38 100.00 3.616 1.9209
6 - 5 600.00 200.00 96.38 89.18 7.204 1.6635
Q =
-Qdi =
=
Hi=0.1219612
3 CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
2 1 - 2 500.00 250.00 90.76 100.00 9.240 2.4008
2 - 3 400.00 160.00 90.76 82.54 8.221 1.9124
400.00 160.00 90.76 82.54 6.357 1.6710
400.00 160.00 90.76 82.54 6.798 1.7309
400.00 160.00 90.76 82.54 6.694 1.7170
400.00 160.00 90.76 82.54 6.718 1.7203
-Qdi =
%&
%'
%& %'
%&
%'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
5/85
400.00 160.00 90.76 82.54 6.713 1.7195
400.00 160.00 90.76 82.54 6.714 1.7197
400.00 160.00 90.76 82.54 6.714 1.7196
400.00 160.00 90.76 82.54 6.714 1.7196
400.00 160.00 90.76 82.54 6.714 1.7196
2 - 5 200.00 110.00 90.76 89.18 1.579 0.903
Q =
=
Hi=1.2587285
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
3 3 - 2 400.00 160.00 82.54 92.02 9.480 2.0604
400.00 160.00 82.54 92.02 9.480 2.0604
400.00 160.00 82.54 92.02 7.316 1.7989
400.00 160.00 82.54 92.02 7.830 1.8642400.00 160.00 82.54 92.02 7.708 1.8489
400.00 160.00 82.54 92.02 7.737 1.8525
400.00 160.00 82.54 92.02 7.730 1.8517
400.00 160.00 82.54 92.02 7.732 1.8519
400.00 160.00 82.54 92.02 7.732 1.8518
400.00 160.00 82.54 92.02 7.732 1.8518
3 - 4 200.00 110.00 82.54 83.52 0.980 0.6987
Q =
=
Hi=0.6683428
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
4 4 - 3 200.00 110.00 83.52 83.21 0.312 0.3740
4 - 5 400.00 160.00 83.52 89.18 5.662 1.5723
Q =
-Qdi =
=
Hi= -0.2286116
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
5 5 - 2 200.00 110.00 89.18 92.02 2.838 1.2348
5 - 4 400.00 160.00 89.18 83.29 5.891 1.6054
5 - 6 600.00 200.00 89.18 96.51 7.326 1.6783
Q =
-Qdi =
%& %'
-Qdi =
%&
%'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
6/85
-Qdi =
=
Hi=0.2594363
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 96.51 100.00 3.494 1.8868
6 - 5 600.00 200.00 96.51 89.44 7.066 1.6468
Q =
-Qdi =
=
Hi=0.0521025
4 CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
2 1 - 2 500.00 250.00 92.02 100.00 7.982 2.2245
2 - 3 400.00 160.00 92.02 83.21 8.812 1.9831
400.00 160.00 92.02 83.21 6.807 1.7321
400.00 160.00 92.02 83.21 7.282 1.7946
400.00 160.00 92.02 83.21 7.170 1.7800
400.00 160.00 92.02 83.21 7.196 1.7835
400.00 160.00 92.02 83.21 7.190 1.7826
400.00 160.00 92.02 83.21 7.191 1.7828
400.00 160.00 92.02 83.21 7.191 1.7828
400.00 160.00 92.02 83.21 7.191 1.7828
400.00 160.00 92.02 83.21 7.191 1.7828
2 - 5 200.00 110.00 92.02 89.44 2.579 1.173
Q =
=
Hi=0.1913576
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
3 3 - 2 400.00 160.00 83.21 92.21 9.003 2.0055
400.00 160.00 83.21 92.21 9.003 2.0055
400.00 160.00 83.21 92.21 6.952 1.7515
400.00 160.00 83.21 92.21 7.439 1.8148
400.00 160.00 83.21 92.21 7.324 1.8000
400.00 160.00 83.21 92.21 7.351 1.8035
400.00 160.00 83.21 92.21 7.345 1.8027
400.00 160.00 83.21 92.21 7.346 1.8029
%& %'
%& %'
-Qdi =
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
7/85
400.00 160.00 83.21 92.21 7.346 1.8028
400.00 160.00 83.21 92.21 7.346 1.8028
3 - 4 200.00 110.00 83.21 83.29 0.083 0.1792
Q =
=
Hi= -0.161129
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
4 4 - 3 200.00 110.00 83.29 83.05 0.244 0.3269
4 - 5 400.00 160.00 83.29 89.44 6.150 1.6422
Q =
-Qdi =
=
Hi= -0.0097448
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
5 5 - 2 200.00 110.00 89.44 92.21 2.770 1.2190
5 - 4 400.00 160.00 89.44 83.28 6.160 1.6436
5 - 6 600.00 200.00 89.44 96.56 7.119 1.6531
Q =
-Qdi =
=
Hi=0.0562158
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 96.56 100.00 3.442 1.8720
6 - 5 600.00 200.00 96.56 89.50 7.062 1.6463
Q =
-Qdi =
=
Hi=0.0100885
5 CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
2 1 - 2 500.00 250.00 92.21 100.00 7.790 2.1966
2 - 3 400.00 160.00 92.21 83.05 9.164 2.0242
400.00 160.00 92.21 83.05 7.075 1.7676
400.00 160.00 92.21 83.05 7.571 1.8316
-Qdi =
%&
%'
%&
%'
%&
%'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
8/85
400.00 160.00 92.21 83.05 7.454 1.8167
400.00 160.00 92.21 83.05 7.482 1.8202
400.00 160.00 92.21 83.05 7.475 1.8194
400.00 160.00 92.21 83.05 7.477 1.8196
400.00 160.00 92.21 83.05 7.476 1.8195
400.00 160.00 92.21 83.05 7.476 1.8195
400.00 160.00 92.21 83.05 7.476 1.81952 - 5 200.00 110.00 92.21 89.50 2.714 1.206
Q =
=
Hi= -0.0189931
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
3 3 - 2 400.00 160.00 83.05 92.19 9.145 2.0220
400.00 160.00 83.05 92.19 9.145 2.0220400.00 160.00 83.05 92.19 7.061 1.7658
400.00 160.00 83.05 92.19 7.556 1.8296
400.00 160.00 83.05 92.19 7.438 1.8147
400.00 160.00 83.05 92.19 7.466 1.8182
400.00 160.00 83.05 92.19 7.460 1.8174
400.00 160.00 83.05 92.19 7.461 1.8176
400.00 160.00 83.05 92.19 7.461 1.8176
400.00 160.00 83.05 92.19 7.461 1.8176
3 - 4 200.00 110.00 83.05 83.28 0.234 0.3196
Q =
=
Hi= -0.0468699
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
4 4 - 3 200.00 110.00 83.28 83.00 0.281 0.3535
4 - 5 400.00 160.00 83.28 89.50 6.216 1.6514
Q =
-Qdi =
=
Hi= -0.017925
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
5 5 - 2 200.00 110.00 89.50 92.19 2.695 1.2013
5 - 4 400.00 160.00 89.50 83.26 6.234 1.6539
-Qdi =
%&
%'
-Qdi =
%&
%'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
9/85
5 - 6 600.00 200.00 89.50 96.57 7.072 1.6475
Q =
-Qdi =
=
Hi= -0.009525
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 96.57 100.00 3.432 1.8691
6 - 5 600.00 200.00 96.57 89.49 7.082 1.6487
Q =
-Qdi =
=
Hi= -0.0026385
6 CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
2 1 - 2 500.00 250.00 92.19 100.00 7.809 2.1994
2 - 3 400.00 160.00 92.19 83.00 9.192 2.0274
400.00 160.00 92.19 83.00 7.096 1.7704
400.00 160.00 92.19 83.00 7.594 1.8345
400.00 160.00 92.19 83.00 7.476 1.8195
400.00 160.00 92.19 83.00 7.504 1.8231
400.00 160.00 92.19 83.00 7.498 1.8222
400.00 160.00 92.19 83.00 7.499 1.8224
400.00 160.00 92.19 83.00 7.499 1.8224
400.00 160.00 92.19 83.00 7.499 1.8224
400.00 160.00 92.19 83.00 7.499 1.8224
2 - 5 200.00 110.00 92.19 89.49 2.704 1.204
Q =
=
Hi= -0.0102514
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
3 3 - 2 400.00 160.00 83.00 92.18 9.182 2.0262
400.00 160.00 83.00 92.18 9.182 2.0262
400.00 160.00 83.00 92.18 7.089 1.7694
400.00 160.00 83.00 92.18 7.586 1.8334
400.00 160.00 83.00 92.18 7.468 1.8185
400.00 160.00 83.00 92.18 7.496 1.8220
%&
%'
%&
%'
-Qdi =
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
10/85
400.00 160.00 83.00 92.18 7.489 1.8212
400.00 160.00 83.00 92.18 7.491 1.8214
400.00 160.00 83.00 92.18 7.490 1.8213
400.00 160.00 83.00 92.18 7.491 1.8213
3 - 4 200.00 110.00 83.00 83.26 0.263 0.3408
Q =
=
Hi= -0.0163587
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
4 4 - 3 200.00 110.00 83.26 82.98 0.280 0.3524
4 - 5 400.00 160.00 83.26 89.49 6.224 1.6526
Q =
-Qdi =
=
Hi= -0.0139786
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
5 5 - 2 200.00 110.00 89.49 92.18 2.694 1.2011
5 - 4 400.00 160.00 89.49 83.25 6.238 1.6546
5 - 6 600.00 200.00 89.49 96.57 7.079 1.6483
Q =
-Qdi =
=
Hi= -0.008064
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 96.57 100.00 3.434 1.8699
6 - 5 600.00 200.00 96.57 89.48 7.087 1.6493
Q =
-Qdi =
=
Hi= -0.001695
CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
2 1 - 2 500.00 250.00 92.18 100.00 7.820 2.2009
2 - 3 400.00 160.00 92.18 82.98 9.198 2.0281
-Qdi =
%&
%'
%&
%'
%&
%'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
11/85
400.00 160.00 92.18 82.98 7.101 1.7710
400.00 160.00 92.18 82.98 7.599 1.8351
400.00 160.00 92.18 82.98 7.481 1.8202
400.00 160.00 92.18 82.98 7.509 1.8237
400.00 160.00 92.18 82.98 7.502 1.8229
400.00 160.00 92.18 82.98 7.504 1.8231
400.00 160.00 92.18 82.98 7.504 1.8230400.00 160.00 92.18 82.98 7.504 1.8230
400.00 160.00 92.18 82.98 7.504 1.8230
2 - 5 200.00 110.00 92.18 89.48 2.702 1.203
Q =
=
Hi= -0.0044886
NODO TUBERA L (m) D (mm) ! (m) " (m#$)3 3 - 2 400.00 160.00 82.98 92.18 9.194 2.0276
400.00 160.00 82.98 92.18 9.194 2.0276
400.00 160.00 82.98 92.18 7.098 1.7706
400.00 160.00 82.98 92.18 7.595 1.8347
400.00 160.00 82.98 92.18 7.478 1.8197
400.00 160.00 82.98 92.18 7.505 1.8232
400.00 160.00 82.98 92.18 7.499 1.8224
400.00 160.00 82.98 92.18 7.500 1.8226
400.00 160.00 82.98 92.18 7.500 1.8226
400.00 160.00 82.98 92.18 7.500 1.82263 - 4 200.00 110.00 82.98 83.25 0.266 0.3425
Q =
=
Hi= -0.0116551
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
4 4 - 3 200.00 110.00 83.25 82.97 0.277 0.3507
4 - 5 400.00 160.00 83.25 89.48 6.230 1.6534
Q =
-Qdi =
=
Hi= -0.0102593
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
-Qdi =
%& %'
-Qdi =
%&
%'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
12/85
5 5 - 2 200.00 110.00 89.48 92.18 2.698 1.2019
5 - 4 400.00 160.00 89.48 83.24 6.241 1.6549
5 - 6 600.00 200.00 89.48 96.56 7.086 1.6491
Q =
-Qdi =
=
Hi= -0.0049422
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 96.56 100.00 3.436 1.8703
6 - 5 600.00 200.00 96.56 89.47 7.091 1.6497
Q =
-Qdi =
=
Hi= -0.0010349
CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
2 1 - 2 500.00 250.00 92.18 100.00 7.824 2.2015
2 - 3 400.00 160.00 92.18 82.97 9.205 2.0289
400.00 160.00 92.18 82.97 7.106 1.7718
400.00 160.00 92.18 82.97 7.605 1.8359
400.00 160.00 92.18 82.97 7.487 1.8209
400.00 160.00 92.18 82.97 7.515 1.8244
400.00 160.00 92.18 82.97 7.508 1.8236
400.00 160.00 92.18 82.97 7.510 1.8238
400.00 160.00 92.18 82.97 7.509 1.8238
400.00 160.00 92.18 82.97 7.510 1.8238
400.00 160.00 92.18 82.97 7.510 1.8238
2 - 5 200.00 110.00 92.18 89.47 2.703 1.203
Q =
=
Hi= -0.0030535
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
3 3 - 2 400.00 160.00 82.97 92.17 9.202 2.0286
400.00 160.00 82.97 92.17 9.202 2.0286
400.00 160.00 82.97 92.17 7.104 1.7714
400.00 160.00 82.97 92.17 7.602 1.8356
%&
%'
%&
%'
-Qdi =
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
13/85
400.00 160.00 82.97 92.17 7.484 1.8206
400.00 160.00 82.97 92.17 7.512 1.8241
400.00 160.00 82.97 92.17 7.506 1.8233
400.00 160.00 82.97 92.17 7.507 1.8235
400.00 160.00 82.97 92.17 7.507 1.8234
400.00 160.00 82.97 92.17 7.507 1.8235
3 - 4 200.00 110.00 82.97 83.24 0.267 0.3435Q =
=
Hi= -0.0084906
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
4 4 - 3 200.00 110.00 83.24 82.96 0.276 0.3495
4 - 5 400.00 160.00 83.24 89.47 6.236 1.6542
Q =-Qdi =
=
Hi= -0.0071733
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
5 5 - 2 200.00 110.00 89.47 92.17 2.699 1.2024
5 - 4 400.00 160.00 89.47 83.23 6.243 1.6552
5 - 6 600.00 200.00 89.47 96.56 7.090 1.6496
Q =
-Qdi =
=
Hi= -0.0034017
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 96.56 100.00 3.437 1.8706
6 - 5 600.00 200.00 96.56 89.47 7.093 1.6500
Q =
-Qdi =
=
Hi= -0.0007186
* CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
-Qdi =
%&
%'
%&
%'
%&
%'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
14/85
2 1 - 2 500.00 250.00 92.17 100.00 7.827 2.2020
2 - 3 400.00 160.00 92.17 82.96 9.211 2.0296
400.00 160.00 92.17 82.96 7.111 1.7723
400.00 160.00 92.17 82.96 7.609 1.8364
400.00 160.00 92.17 82.96 7.491 1.8214
400.00 160.00 92.17 82.96 7.519 1.8250
400.00 160.00 92.17 82.96 7.513 1.8242400.00 160.00 92.17 82.96 7.514 1.8244
400.00 160.00 92.17 82.96 7.514 1.8243
400.00 160.00 92.17 82.96 7.514 1.8243
400.00 160.00 92.17 82.96 7.514 1.8243
2 - 5 200.00 110.00 92.17 89.47 2.703 1.203
Q =
=
Hi= -0.0021862
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
3 3 - 2 400.00 160.00 82.96 92.17 9.209 2.0293
400.00 160.00 82.96 92.17 9.209 2.0293
400.00 160.00 82.96 92.17 7.109 1.7721
400.00 160.00 82.96 92.17 7.608 1.8362
400.00 160.00 82.96 92.17 7.490 1.8212
400.00 160.00 82.96 92.17 7.517 1.8248
400.00 160.00 82.96 92.17 7.511 1.8239
400.00 160.00 82.96 92.17 7.512 1.8241400.00 160.00 82.96 92.17 7.512 1.8241
400.00 160.00 82.96 92.17 7.512 1.8241
3 - 4 200.00 110.00 82.96 83.23 0.269 0.3445
Q =
=
Hi= -0.0059364
NODO TUBERA L (m) D (mm) ! (m) " (m#$)4 4 - 3 200.00 110.00 83.23 82.96 0.274 0.3486
4 - 5 400.00 160.00 83.23 89.47 6.239 1.6547
Q =
-Qdi =
=
Hi= -0.0050028
-Qdi =
%&
%'
-Qdi =
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
15/85
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
5 5 - 2 200.00 110.00 89.47 92.17 2.701 1.2027
5 - 4 400.00 160.00 89.47 83.23 6.244 1.6554
5 - 6 600.00 200.00 89.47 96.56 7.092 1.6499
Q =
-Qdi = =
Hi= -0.0023884
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 96.56 100.00 3.438 1.8708
6 - 5 600.00 200.00 96.56 89.47 7.095 1.6502
Q =
-Qdi =
=
Hi= -0.0005049
10 CICLO
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
2 1 - 2 500.00 250.00 92.17 100.00 7.829 2.2023
2 - 3 400.00 160.00 92.17 82.96 9.215 2.0300
400.00 160.00 92.17 82.96 7.113 1.7727
400.00 160.00 92.17 82.96 7.612 1.8368
400.00 160.00 92.17 82.96 7.494 1.8218
400.00 160.00 92.17 82.96 7.522 1.8254
400.00 160.00 92.17 82.96 7.516 1.8245
400.00 160.00 92.17 82.96 7.517 1.8247
400.00 160.00 92.17 82.96 7.517 1.8247
400.00 160.00 92.17 82.96 7.517 1.8247
400.00 160.00 92.17 82.96 7.517 1.8247
2 - 5 200.00 110.00 92.17 89.47 2.703 1.203
Q =
=
Hi= -0.0015301
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
3 3 - 2 400.00 160.00 82.96 92.17 9.213 2.0298
400.00 160.00 82.96 92.17 9.213 2.0298
%&
%'
%&
%'
%& %'
-Qdi =
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
16/85
400.00 160.00 82.96 92.17 7.112 1.7725
400.00 160.00 82.96 92.17 7.611 1.8367
400.00 160.00 82.96 92.17 7.493 1.8217
400.00 160.00 82.96 92.17 7.521 1.8252
400.00 160.00 82.96 92.17 7.514 1.8244
400.00 160.00 82.96 92.17 7.516 1.8246
400.00 160.00 82.96 92.17 7.516 1.8245400.00 160.00 82.96 92.17 7.516 1.8246
3 - 4 200.00 110.00 82.96 83.23 0.269 0.3451
Q =
=
Hi= -0.0041377
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
4 4 - 3 200.00 110.00 83.23 82.95 0.274 0.34804 - 5 400.00 160.00 83.23 89.47 6.242 1.6551
Q =
-Qdi =
=
Hi= -0.0034947
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
5 5 - 2 200.00 110.00 89.47 92.17 2.702 1.2029
5 - 4 400.00 160.00 89.47 83.22 6.246 1.6556
5 - 6 600.00 200.00 89.47 96.56 7.094 1.6502
Q =
-Qdi =
=
Hi= -0.0016698
NODO TUBERA L (m) D (mm) ! (m) " (m#$)
6 6 - 1 300.00 250.00 96.56 100.00 3.438 1.8710
6 - 5 600.00 200.00 96.56 89.47 7.096 1.6504
Q =
-Qdi =
=
Hi= -0.0003528
EN RESU+EN:
-Qdi =
%&
%'
%&
%'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
17/85
TUBERIA 1,2 2,3 3,4 4,5 2,5 5,6
CAUDAL( -#$) 108.11 36.69 3.28 33.28 11.43 51.84
NODO 1 2 3 4 5 6PRESIN (m) 100 92.169 82.952 83.222 89.466 96.562
-
7/26/2019 METODO 1 Cross Correccion Presiones
18/85
TACNA
ERIA CIVIL
40 L/s
- 160 mm 3
10 L/s
110 mm
II -
200 m
- 160 mm 4
30 L/s
.#!
0.1093 0.013666
0.0468 0.0039
0.0409 0.0044
0.0424 0.0043
0.0420 0.0043
0.0421 0.0043
0.0421 0.0043
0.0421 0.0043
. (m3#$)
N DE PRESIONESN DE PRESIONES
-
7/26/2019 METODO 1 Cross Correccion Presiones
19/85
0.0421 0.0043
0.0421 0.0043
-0.0421 0.0043
-0.0097 0.0049
0.0575 0.02284
-0.0600
-0.0025
.#!
0.0464 0.0039
0.0464 0.0039
0.0405 0.0045
0.0420 0.0043
0.0416 0.0044
0.0417 0.00430.0417 0.0043
0.0417 0.0043
0.0417 0.0043
0.0417 0.0043
-0.0158 0.0032
0.0258 0.00751
-0.0400
-0.0142
.#!
0.0075 0.0061
0.0526 0.0035
0.0601 0.00960
-0.0300
0.0301
.#!
0.0092 0.0051
-0.0397 0.0045
0.0431 0.0086
0.0126 0.0183
-0.0300
-0.0174
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
20/85
.#!
0.1117 0.0223
-0.0511 0.0074
0.0606 0.0297-0.0400
0.0206
.#!
0.1109 0.0135
0.0536 0.0034
0.0467 0.0039
0.0484 0.0038
0.0480 0.0038
0.0481 0.0038
0.0481 0.0038
0.0481 0.0038
0.0481 0.0038
0.0481 0.0038
-0.0481 0.0038
-0.0135 0.00370.0493 0.02096
-0.0600
-0.0107
.#!
0.0517 0.0036
0.0517 0.0036
0.0451 0.0040
0.0468 0.0039
0.0464 0.0039
0.0465 0.0039
0.0464 0.0039
0.0465 0.0039
0.0465 0.0039
0.0465 0.0039
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
21/85
0.0159 0.0032
0.0623 0.00709
-0.0400
0.0223
.#!
0.0076 0.0060
0.0349 0.0051
0.0425 0.01113
-0.0300
0.0125
.#!
0.0113 0.0043
-0.0283 0.0062
0.0562 0.0068
0.0393 0.0172
-0.0300
0.0093
.#!
0.0943 0.0261
-0.0523 0.0073
0.0420 0.0333
-0.0400
0.0020
.#!
0.1178 0.0128
0.0385 0.0047
0.0336 0.0053
0.0348 0.0051
0.0345 0.0052
0.0346 0.0051
. (m3#$)
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
22/85
0.0346 0.0052
0.0346 0.0051
0.0346 0.0052
0.0346 0.0052
-0.0346 0.0052
-0.0086 0.0054
0.0747 0.02334-0.0600
0.0147
.#!
0.0414 0.0044
0.0414 0.0044
0.0362 0.0049
0.0375 0.00480.0372 0.0048
0.0372 0.0048
0.0372 0.0048
0.0372 0.0048
0.0372 0.0048
0.0372 0.0048
0.0066 0.0068
0.0439 0.01159
-0.0400
0.0039
.#!
-0.0036 0.0114
0.0316 0.0056
0.0281 0.01699
-0.0300
-0.0019
.#!
0.0117 0.0041
-0.0323 0.0055
0.0527 0.0072
0.0322 0.0168
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
23/85
-0.0300
0.0022
.#!
0.0926 0.0265-0.0517 0.0073
0.0409 0.0338
-0.0400
0.0009
.#!
0.1092 0.0137
0.0399 0.0045
0.0348 0.0051
0.0361 0.0050
0.0358 0.0050
0.0359 0.0050
0.0358 0.0050
0.0358 0.0050
0.0358 0.0050
0.0358 0.0050-0.0358 0.0050
-0.0112 0.0043
0.0622 0.02299
-0.0600
0.0022
.#!
0.0403 0.0045
0.0403 0.0045
0.0352 0.0051
0.0365 0.0049
0.0362 0.0049
0.0363 0.0049
0.0362 0.0049
0.0362 0.0049
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
24/85
0.0362 0.0049
0.0362 0.0049
0.0017 0.0205
0.0380 0.02543
-0.0400
-0.0020
.#!
-0.0031 0.0127
0.0330 0.0054
0.0299 0.01809
-0.0300
-0.0001
.#!
0.0116 0.0042
-0.0330 0.0054
0.0519 0.0073
0.0305 0.0168
-0.0300
0.0005
.#!
0.0919 0.0267
-0.0517 0.0073
0.0402 0.0340
-0.0400
0.0002
.#!
0.1078 0.0138
0.0407 0.0044
0.0355 0.0050
0.0368 0.0049
. (m3#$)
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
25/85
0.0365 0.0049
0.0366 0.0049
0.0366 0.0049
0.0366 0.0049
0.0366 0.0049
0.0366 0.0049
-0.0366 0.0049-0.0115 0.0042
0.0598 0.02296
-0.0600
-0.0002
.#!
0.0407 0.0044
0.0407 0.00440.0355 0.0050
0.0368 0.0049
0.0365 0.0049
0.0366 0.0049
0.0365 0.0049
0.0365 0.0049
0.0365 0.0049
0.0365 0.0049
0.0030 0.0130
0.0396 0.01785-0.0400
-0.0004
.#!
-0.0034 0.0119
0.0332 0.0053
0.0298 0.01728
-0.0300
-0.0002
.#!
0.0114 0.0042
-0.0333 0.0053
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
26/85
0.0518 0.0073
0.0299 0.0169
-0.0300
-0.0001
.#!
0.0917 0.0267
-0.0518 0.0073
0.0400 0.0341
-0.0400
0.0000
.#!
0.1080 0.0138
0.0408 0.0044
0.0356 0.0050
0.0369 0.0049
0.0366 0.0049
0.0367 0.0049
0.0366 0.0049
0.0366 0.0049
0.0366 0.0049
0.0366 0.0049
-0.0366 0.0049
-0.0114 0.0042
0.0599 0.02294
-0.0600
-0.0001
.#!
0.0407 0.0044
0.0407 0.0044
0.0356 0.0050
0.0369 0.0049
0.0366 0.0049
0.0366 0.0049
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
27/85
0.0366 0.0049
0.0366 0.0049
0.0366 0.0049
0.0366 0.0049
0.0032 0.0123
0.0399 0.01718
-0.0400-0.0001
.#!
-0.0033 0.0120
0.0332 0.0053
0.0299 0.01731
-0.0300
-0.0001
.#!
0.0114 0.0042
-0.0333 0.0053
0.0518 0.0073
0.0299 0.0169
-0.0300
-0.0001
.#!
0.0918 0.0267
-0.0518 0.0073
0.0400 0.0340
-0.0400
0.0000
.#!
0.1080 0.0138
0.0408 0.0044
. (m3#$)
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
28/85
0.0356 0.0050
0.0369 0.0049
0.0366 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.00490.0367 0.0049
-0.0367 0.0049
-0.0114 0.0042
0.0599 0.02293
-0.0600
-0.0001
.#!0.0408 0.0044
0.0408 0.0044
0.0356 0.0050
0.0369 0.0049
0.0366 0.0049
0.0367 0.0049
0.0366 0.0049
0.0366 0.0049
0.0366 0.0049
0.0366 0.00490.0033 0.0122
0.0399 0.01713
-0.0400
-0.0001
.#!
-0.0033 0.0120
0.0332 0.00530.0299 0.01735
-0.0300
-0.0001
.#!
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
29/85
0.0114 0.0042
-0.0333 0.0053
0.0518 0.0073
0.0300 0.0169
-0.0300
0.0000
.#!
0.0918 0.0267
-0.0518 0.0073
0.0400 0.0340
-0.0400
0.0000
.#!
0.1081 0.0138
0.0408 0.0044
0.0356 0.0050
0.0369 0.0049
0.0366 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
-0.0367 0.0049
-0.0114 0.0042
0.0600 0.02293
-0.0600
0.0000
.#!
0.0408 0.0044
0.0408 0.0044
0.0356 0.0050
0.0369 0.0049
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
30/85
0.0366 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
0.0033 0.01220.0399 0.01710
-0.0400
-0.0001
.#!
-0.0033 0.0120
0.0333 0.0053
0.0299 0.01738-0.0300
-0.0001
.#!
0.0114 0.0042
-0.0333 0.0053
0.0518 0.0073
0.0300 0.0169
-0.0300
0.0000
.#!
0.0918 0.0267
-0.0518 0.0073
0.0400 0.0340
-0.0400
0.0000
.#!
. (m3#$)
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
31/85
0.1081 0.0138
0.0408 0.0044
0.0356 0.0050
0.0369 0.0049
0.0366 0.0049
0.0367 0.0049
0.0367 0.00490.0367 0.0049
0.0367 0.0049
0.0367 0.0049
-0.0367 0.0049
-0.0114 0.0042
0.0600 0.02292
-0.0600
0.0000
.#!
0.0408 0.0044
0.0408 0.0044
0.0356 0.0050
0.0369 0.0049
0.0366 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.00490.0367 0.0049
0.0367 0.0049
0.0033 0.0122
0.0399 0.01707
-0.0400
-0.0001
.#!-0.0033 0.0121
0.0333 0.0053
0.0300 0.01740
-0.0300
0.0000
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
32/85
.#!
0.0114 0.0042
-0.0333 0.0053
0.0518 0.0073
0.0300 0.0169
-0.03000.0000
.#!
0.0918 0.0267
-0.0518 0.0073
0.0400 0.0340
-0.0400
0.0000
.#!
0.1081 0.0138
0.0408 0.0044
0.0356 0.0050
0.0369 0.0049
0.0366 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
-0.0367 0.0049
-0.0114 0.0042
0.0600 0.02292
-0.0600
0.0000
.#!
0.0408 0.0044
0.0408 0.0044
. (m3#$)
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
33/85
0.0356 0.0050
0.0369 0.0049
0.0366 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.0049
0.0367 0.00490.0367 0.0049
0.0033 0.0122
0.0400 0.01705
-0.0400
0.0000
.#!
-0.0033 0.01210.0333 0.0053
0.0300 0.01742
-0.0300
0.0000
.#!
0.0114 0.0042
-0.0333 0.0053
0.0518 0.0073
0.0300 0.0169
-0.0300
0.0000
.#!
0.0918 0.0267
-0.0518 0.0073
0.0400 0.0340
-0.0400
0.0000
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
34/85
1,6
91.84
-
7/26/2019 METODO 1 Cross Correccion Presiones
35/85
UN
ESCUEL
ALU+NO : M!"#E$ M%&M"E%'( %"%
E$")#E'H *"+ ME$E%&E)
,"%'H" ,*'!E(% *"E!!
(E (%'E "$$(
/EC%A : 19 &E #!"$ &E$ 2010
DATOS:100.00 mca
1.14E-06m2/s
$ 0.06000mm
$ 0.00006 m
m 10.00000
9.80665m/s2
E 0.00001
.200 L#$
1 500 mm - 250 mm 2
120 L#$
0 L#$ 10 L#$
250 mm 110 mm
- I -
300 m 200 mm
6 600 mm - 200 mm 540 L#$
40 L#$
NUDO 1 2 3 4
PRESIN (m) 100 92.00 80.00 75.00
1 CICLO
P1=
=
%!acce
= 10 v2/2g
METODO DEMETODO DE
RITAS T ITA
-
7/26/2019 METODO 1 Cross Correccion Presiones
36/85
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 92.00 100.00
2 - 3 400.00 160.00 92.00 80.00
400.00 160.00 92.00 80.00
400.00 160.00 92.00 80.00
400.00 160.00 92.00 80.00400.00 160.00 92.00 80.00
400.00 160.00 92.00 80.00
400.00 160.00 92.00 80.00
400.00 160.00 92.00 80.00
400.00 160.00 92.00 80.00
400.00 160.00 92.00 80.00
2 - 5 200.00 110.00 92.00 90.00
Hi= -0.2178668672
NUDO TUBERA L (m) D (mm)
3 3 - 2 400.00 160.00 80.00 91.78
400.00 160.00 80.00 91.78
400.00 160.00 80.00 91.78
400.00 160.00 80.00 91.78
400.00 160.00 80.00 91.78
400.00 160.00 80.00 91.78400.00 160.00 80.00 91.78
400.00 160.00 80.00 91.78
400.00 160.00 80.00 91.78
400.00 160.00 80.00 91.78
3 - 4 200.00 110.00 80.00 75.00
Hi= 6.8829205186
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 75.00 86.88
4 - 5 400.00 160.00 75.00 90.00
%&
%'
%&
%'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
37/85
Hi= 16.9585749025
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 90.00 91.78
5 - 4 400.00 160.00 90.00 91.96
5 - 6 600.00 200.00 90.00 95.00
Hi= 3.5092275631
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 95.00 100.00
6 - 5 600.00 200.00 95.00 93.51
Hi= 2.6162587574
2 CICLO
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 91.78 100.00
2 - 3 400.00 160.00 91.78 86.88
400.00 160.00 91.78 86.88
400.00 160.00 91.78 86.88
400.00 160.00 91.78 86.88
400.00 160.00 91.78 86.88
400.00 160.00 91.78 86.88
400.00 160.00 91.78 86.88
400.00 160.00 91.78 86.88
400.00 160.00 91.78 86.88
400.00 160.00 91.78 86.88
2 - 5 200.00 110.00 91.78 93.51
Hi= 2.6505724652
NUDO TUBERA L (m) D (mm)
%&
%'
%&
%'
%& %'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
38/85
3 3 - 2 400.00 160.00 86.88 94.43
400.00 160.00 86.88 94.43
400.00 160.00 86.88 94.43
400.00 160.00 86.88 94.43
400.00 160.00 86.88 94.43
400.00 160.00 86.88 94.43
400.00 160.00 86.88 94.43400.00 160.00 86.88 94.43
400.00 160.00 86.88 94.43
400.00 160.00 86.88 94.43
3 - 4 200.00 110.00 86.88 91.96
Hi= 11.5310946028
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 91.96 98.41
4 - 5 400.00 160.00 91.96 93.51
Hi= 0.6098426429
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 93.51 94.43
5 - 4 400.00 160.00 93.51 92.57
5 - 6 600.00 200.00 93.51 97.62
Hi= 0.2155437661
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 97.62 100.00
6 - 5 600.00 200.00 97.62 93.72
Hi= -0.0953146664
%&
%'
%& %'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
39/85
3 CICLO
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 94.43 100.00
2 - 3 400.00 160.00 94.43 98.41
400.00 160.00 94.43 98.41400.00 160.00 94.43 98.41
400.00 160.00 94.43 98.41
400.00 160.00 94.43 98.41
400.00 160.00 94.43 98.41
400.00 160.00 94.43 98.41
400.00 160.00 94.43 98.41
400.00 160.00 94.43 98.41
400.00 160.00 94.43 98.41
2 - 5 200.00 110.00 94.43 93.72
Hi= 3.0993007796
NUDO TUBERA L (m) D (mm)
3 3 - 2 400.00 160.00 98.41 97.53
400.00 160.00 98.41 97.53
400.00 160.00 98.41 97.53
400.00 160.00 98.41 97.53400.00 160.00 98.41 97.53
400.00 160.00 98.41 97.53
400.00 160.00 98.41 97.53
400.00 160.00 98.41 97.53
400.00 160.00 98.41 97.53
400.00 160.00 98.41 97.53
3 - 4 200.00 110.00 98.41 92.57
Hi= 4.8600532879
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 92.57 103.27
4 - 5 400.00 160.00 92.57 93.72
%&
%'
%&
%'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
40/85
Hi= 1.0239773514
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 93.72 97.53
5 - 4 400.00 160.00 93.72 93.59
5 - 6 600.00 200.00 93.72 97.52
Hi= 0.7560328644
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 97.52 100.00
6 - 5 600.00 200.00 97.52 94.48
Hi= 0.2015880015
4 CICLO
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 97.53 100.00
2 - 3 400.00 160.00 97.53 103.27
400.00 160.00 97.53 103.27
400.00 160.00 97.53 103.27
400.00 160.00 97.53 103.27
400.00 160.00 97.53 103.27
400.00 160.00 97.53 103.27
400.00 160.00 97.53 103.27
400.00 160.00 97.53 103.27
400.00 160.00 97.53 103.27
400.00 160.00 97.53 103.27
2 - 5 200.00 110.00 97.53 94.48
Hi= 0.9075084959
%& %'
%& %'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
41/85
NUDO TUBERA L (m) D (mm)
3 3 - 2 400.00 160.00 103.27 98.44
400.00 160.00 103.27 98.44
400.00 160.00 103.27 98.44
400.00 160.00 103.27 98.44
400.00 160.00 103.27 98.44400.00 160.00 103.27 98.44
400.00 160.00 103.27 98.44
400.00 160.00 103.27 98.44
400.00 160.00 103.27 98.44
400.00 160.00 103.27 98.44
3 - 4 200.00 110.00 103.27 93.59
Hi= 22.6341305317
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 93.59 125.91
4 - 5 400.00 160.00 93.59 94.48
Hi= 3.2333820836
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 94.48 98.44
5 - 4 400.00 160.00 94.48 96.83
5 - 6 600.00 200.00 94.48 97.72
Hi= 3.3762181585
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 97.72 100.00
6 - 5 600.00 200.00 97.72 97.86
%&
%'
%& %'
%& %'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
42/85
Hi= 1.0332775935
5 CICLO
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 98.44 100.002 - 3 400.00 160.00 98.44 125.91
400.00 160.00 98.44 125.91
400.00 160.00 98.44 125.91
400.00 160.00 98.44 125.91
400.00 160.00 98.44 125.91
400.00 160.00 98.44 125.91
400.00 160.00 98.44 125.91
400.00 160.00 98.44 125.91
400.00 160.00 98.44 125.91
400.00 160.00 98.44 125.912 - 5 200.00 110.00 98.44 97.86
Hi= 2.2229078254
NUDO TUBERA L (m) D (mm)
3 3 - 2 400.00 160.00 125.91 100.66
400.00 160.00 125.91 100.66
400.00 160.00 125.91 100.66
400.00 160.00 125.91 100.66
400.00 160.00 125.91 100.66
400.00 160.00 125.91 100.66
400.00 160.00 125.91 100.66
400.00 160.00 125.91 100.66
400.00 160.00 125.91 100.66
400.00 160.00 125.91 100.66
3 - 4 200.00 110.00 125.91 96.83
Hi= 121.7973944893
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 96.83 247.71
%&
%'
%&
%'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
43/85
4 - 5 400.00 160.00 96.83 97.86
Hi= 11.4615978511
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 97.86 100.66
5 - 4 400.00 160.00 97.86 108.29
5 - 6 600.00 200.00 97.86 98.76
Hi= 3.0873854856
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 98.76 100.00
6 - 5 600.00 200.00 98.76 100.94
Hi= 1.4860515826
6 CICLO
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 100.66 100.00
2 - 3 400.00 160.00 100.66 247.71
400.00 160.00 100.66 247.71
400.00 160.00 100.66 247.71
400.00 160.00 100.66 247.71
400.00 160.00 100.66 247.71
400.00 160.00 100.66 247.71
400.00 160.00 100.66 247.71
400.00 160.00 100.66 247.71
400.00 160.00 100.66 247.71
400.00 160.00 100.66 247.71
2 - 5 200.00 110.00 100.66 100.94
%&
%'
%& %'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
44/85
Hi= -4.2812890162
NUDO TUBERA L (m) D (mm)
3 3 - 2 400.00 160.00 247.71 96.38
400.00 160.00 247.71 96.38
400.00 160.00 247.71 96.38400.00 160.00 247.71 96.38
400.00 160.00 247.71 96.38
400.00 160.00 247.71 96.38
400.00 160.00 247.71 96.38
400.00 160.00 247.71 96.38
400.00 160.00 247.71 96.38
400.00 160.00 247.71 96.38
3 - 4 200.00 110.00 247.71 108.29
Hi= 759.6478548051
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 108.29 1007.35
4 - 5 400.00 160.00 108.29 100.94
Hi= 61.3689946963
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 100.94 96.38
5 - 4 400.00 160.00 100.94 169.66
5 - 6 600.00 200.00 100.94 100.24
Hi= 4.1681654107
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 100.24 100.00
6 - 5 600.00 200.00 100.24 105.11
%&
%'
%&
%'
%&
%'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
45/85
Hi= -0.3917838242
CICLO
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 96.38 100.00
2 - 3 400.00 160.00 96.38 1007.35
400.00 160.00 96.38 1007.35
400.00 160.00 96.38 1007.35
400.00 160.00 96.38 1007.35
400.00 160.00 96.38 1007.35
400.00 160.00 96.38 1007.35
400.00 160.00 96.38 1007.35
400.00 160.00 96.38 1007.35400.00 160.00 96.38 1007.35
400.00 160.00 96.38 1007.35
2 - 5 200.00 110.00 96.38 105.11
Hi= 36.1966757763
NUDO TUBERA L (m) D (mm)3 3 - 2 400.00 160.00 1007.35 132.58
400.00 160.00 1007.35 132.58
400.00 160.00 1007.35 132.58
400.00 160.00 1007.35 132.58
400.00 160.00 1007.35 132.58
400.00 160.00 1007.35 132.58
400.00 160.00 1007.35 132.58
400.00 160.00 1007.35 132.58
400.00 160.00 1007.35 132.58
400.00 160.00 1007.35 132.583 - 4 200.00 110.00 1007.35 169.66
Hi=4309.1581992765
%& %'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
46/85
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 169.66 5316.51
4 - 5 400.00 160.00 169.66 105.11
Hi= 435.9843025604
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 105.11 132.58
5 - 4 400.00 160.00 105.11 605.64
5 - 6 600.00 200.00 105.11 99.85
Hi= 53.5031752517
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 99.85 100.00
6 - 5 600.00 200.00 99.85 158.62
Hi= 2.2601337384
CICLO
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 132.58 100.00
2 - 3 400.00 160.00 132.58 5316.51
400.00 160.00 132.58 5316.51
400.00 160.00 132.58 5316.51
400.00 160.00 132.58 5316.51
400.00 160.00 132.58 5316.51
400.00 160.00 132.58 5316.51
400.00 160.00 132.58 5316.51
400.00 160.00 132.58 5316.51
400.00 160.00 132.58 5316.51
400.00 160.00 132.58 5316.51
2 - 5 200.00 110.00 132.58 158.62
%&
%'
%& %'
%& %'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
47/85
Hi= -251.34095131
NUDO TUBERA L (m) D (mm)
3 3 - 2 400.00 160.00 5316.51 -118.76
400.00 160.00 5316.51 -118.76
400.00 160.00 5316.51 -118.76
400.00 160.00 5316.51 -118.76
400.00 160.00 5316.51 -118.76
400.00 160.00 5316.51 -118.76
400.00 160.00 5316.51 -118.76
400.00 160.00 5316.51 -118.76
400.00 160.00 5316.51 -118.76
400.00 160.00 5316.51 -118.76
3 - 4 200.00 110.00 5316.51 605.64
Hi=27525.179144537
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 605.64 32841.69
4 - 5 400.00 160.00 605.64 158.62
Hi=2904.4603304924
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 158.62 -118.76
5 - 4 400.00 160.00 158.62 3510.10
5 - 6 600.00 200.00 158.62 102.11
Hi= 303.7552496009
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 102.11 100.00
%&
%'
%& %'
%& %'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
48/85
6 - 5 600.00 200.00 102.11 462.37
Hi= 16.044824637
* CICLO
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 -118.76 100.00
2 - 3 400.00 160.00 -118.76 32841.69
400.00 160.00 -118.76 32841.69
400.00 160.00 -118.76 32841.69
400.00 160.00 -118.76 32841.69
400.00 160.00 -118.76 32841.69
400.00 160.00 -118.76 32841.69400.00 160.00 -118.76 32841.69
400.00 160.00 -118.76 32841.69
400.00 160.00 -118.76 32841.69
400.00 160.00 -118.76 32841.69
2 - 5 200.00 110.00 -118.76 462.37
Hi=1935.5838639803
NUDO TUBERA L (m) D (mm)
3 3 - 2 400.00 160.00 32841.69 1816.82
400.00 160.00 32841.69 1816.82
400.00 160.00 32841.69 1816.82
400.00 160.00 32841.69 1816.82
400.00 160.00 32841.69 1816.82
400.00 160.00 32841.69 1816.82
400.00 160.00 32841.69 1816.82
400.00 160.00 32841.69 1816.82400.00 160.00 32841.69 1816.82
400.00 160.00 32841.69 1816.82
3 - 4 200.00 110.00 32841.69 3510.10
%&
%'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
49/85
Hi=152637.11115537
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 3510.10 185478.80
4 - 5 400.00 160.00 3510.10 462.37
Hi=17583.269331522
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 462.37 1816.82
5 - 4 400.00 160.00 462.37 21093.37
5 - 6 600.00 200.00 462.37 118.16
Hi=2703.0957851054
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 118.16 100.00
6 - 5 600.00 200.00 118.16 3165.47
Hi= 143.3173815198
10 CICLO
NUDO TUBERA L (m) D (mm)
2 1 - 2 500.00 250.00 1816.82 100.00
2 - 3 400.00 160.00 1816.82 185478.80
400.00 160.00 1816.82 185478.80
400.00 160.00 1816.82 185478.80
400.00 160.00 1816.82 185478.80
400.00 160.00 1816.82 185478.80
400.00 160.00 1816.82 185478.80
400.00 160.00 1816.82 185478.80
400.00 160.00 1816.82 185478.80
400.00 160.00 1816.82 185478.80
400.00 160.00 1816.82 185478.80
%&
%'
%&
%'
%&
%'
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
50/85
2 - 5 200.00 110.00 1816.82 3165.47
Hi= -10799.671218102
NUDO TUBERA L (m) D (mm)
3 3 - 2 400.00 160.00 185478.80 -8982.85
400.00 160.00 185478.80 -8982.85
400.00 160.00 185478.80 -8982.85
400.00 160.00 185478.80 -8982.85
400.00 160.00 185478.80 -8982.85
400.00 160.00 185478.80 -8982.85
400.00 160.00 185478.80 -8982.85
400.00 160.00 185478.80 -8982.85
400.00 160.00 185478.80 -8982.85400.00 160.00 185478.80 -8982.85
3 - 4 200.00 110.00 185478.80 21093.37
Hi=991408.58443953
NUDO TUBERA L (m) D (mm)
4 4 - 3 200.00 110.00 21093.37 1176887.39
4 - 5 400.00 160.00 21093.37 3165.47
Hi=109592.33473321
NUDO TUBERA L (m) D (mm)
5 5 - 2 200.00 110.00 3165.47 -8982.85
5 - 4 400.00 160.00 3165.47 130685.71
5 - 6 600.00 200.00 3165.47 261.47
Hi=12590.373476496
%& %'
%&
%'
%& %'
-
7/26/2019 METODO 1 Cross Correccion Presiones
51/85
NUDO TUBERA L (m) D (mm)
6 6 - 1 300.00 250.00 261.47 100.00
6 - 5 600.00 200.00 261.47 15755.84
Hi= 883.5684002781
EN RESU+EN:
TUBERIA 1,2 2,3 3,4 4,5
CAUDAL( -#$) 1679.69 5439.26 3065.14 1901.77
NUDO 1 2 3 4
PRESIN (m) 100 -8982.850 1176887.386 130685.705
%&
%'
-
7/26/2019 METODO 1 Cross Correccion Presiones
52/85
IVERSIDAD PRIVADA DE TACNA
FACULTAD DE INGENIERIA
PROFESIONAL DE INGENIERIA CIVIL
60 L#$ 40 L#$
400 mm - 160 mm 3
50 L#$
10 L#$
110 mm
II -
200 mm
400 mm - 160 mm 420 L#$
30 L#$ 30 L#$
5 6
90.00 95.00
CALCULO DE PRESIONESCALCULO DE PRESIONES
-
7/26/2019 METODO 1 Cross Correccion Presiones
53/85
! (m) " (m#$) .#!
8.000 2.2272 0.1093 0.013666
12.000 2.3300 0.0468 0.0039
9.232 2.0320 0.0409 0.0044
9.895 2.1070 0.0424 0.0043
9.737 2.0893 0.0420 0.00439.774 2.0935 0.0421 0.0043
9.765 2.0925 0.0421 0.0043
9.768 2.0928 0.0421 0.0043
9.767 2.0927 0.0421 0.0043
9.767 2.0927 0.0421 0.0043
9.767 2.0927 -0.0421 0.0043
2.000 1.025 -0.0097 0.0049
Q = 0.0575 0.02284
-0.0600
= -0.0025
! (m) " (m#$) .#!
11.782 2.3078 0.0464 0.0039
11.782 2.3078 0.0464 0.0039
9.067 2.0129 0.0405 0.0045
9.716 2.0870 0.0420 0.0043
9.561 2.0696 0.0416 0.0044
9.598 2.0737 0.0417 0.00439.590 2.0728 0.0417 0.0043
9.592 2.0730 0.0417 0.0043
9.591 2.0729 0.0417 0.0043
9.591 2.0729 0.0417 0.0043
5.000 1.6656 -0.0158 0.0032
Q = 0.0258 0.00751
0.0000
= 0.0258
! (m) " (m#$) .#!
11.883 2.6189 0.0249 0.0021
15.000 2.6167 0.0526 0.0035
Q = 0.0775 0.00560
-Qdi = -0.0300
= 0.0475
. (m3#$)
-Qdi =
. (m3#$)
-Qdi =
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
54/85
! (m) " (m#$) .#!
1.782 0.9636 0.0092 0.0051
1.959 0.8949 0.0180 0.0092
5.000 1.3724 0.0431 0.0086
Q = 0.0703 0.0229
-Qdi = -0.0300
= 0.0403
! (m) " (m#$) .#!
5.000 2.2751 0.1117 0.0223
1.491 0.7199 -0.0226 0.0152
Q = 0.0891 0.0375
-Qdi = -0.0400
= 0.0491
! (m) " (m#$) .#!
8.218 2.2586 0.1109 0.0135
4.899 1.4568 0.0293 0.0060
3.817 1.2767 0.0257 0.0067
4.068 1.3205 0.0266 0.0065
4.010 1.3105 0.0263 0.0066
4.024 1.3128 0.0264 0.0066
4.020 1.3123 0.0264 0.0066
4.021 1.3124 0.0264 0.0066
4.021 1.3124 0.0264 0.0066
4.021 1.3124 0.0264 0.0066
4.021 1.3124 -0.0264 0.0066
1.727 0.948 0.0090 0.0052
Q = 0.0935 0.02527
-0.0600
= 0.0335
! (m) " (m#$) .#!
. (m3#$)
. (m3#$)
. (m3#$)
-Qdi =
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
55/85
7.550 1.8289 0.0368 0.0049
7.550 1.8289 0.0368 0.0049
5.844 1.5987 0.0321 0.0055
6.247 1.6557 0.0333 0.0053
6.152 1.6425 0.0330 0.0054
6.174 1.6456 0.0331 0.0054
6.169 1.6449 0.0331 0.00546.170 1.6450 0.0331 0.0054
6.170 1.6450 0.0331 0.0054
6.170 1.6450 0.0331 0.0054
5.076 1.6788 0.0160 0.0031
Q = 0.0490 0.00850
0.0000
= 0.0490
! (m) " (m#$) .#!
6.455 1.9048 0.0181 0.0028
1.551 0.7896 0.0159 0.0102
Q = 0.0340 0.01304
-Qdi = -0.0300
= 0.0040
! (m) " (m#$) .#!
0.923 0.6766 0.0064 0.0070
0.941 0.6030 -0.0121 0.0129
4.107 1.2367 0.0389 0.0095
Q = 0.0332 0.0293
-Qdi = -0.0300
= 0.0032
! (m) " (m#$) .#!
2.384 1.5438 0.0758 0.0318
3.891 1.2019 -0.0378 0.0097
Q = 0.0380 0.0415
-Qdi = -0.0400
= -0.0020
-Qdi =
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
56/85
! (m) " (m#$) .#!
5.567 1.8429 0.0905 0.0162
3.981 1.3055 0.0262 0.0066
3.112 1.1457 0.0230 0.00743.312 1.1842 0.0238 0.0072
3.266 1.1755 0.0236 0.0072
3.277 1.1775 0.0237 0.0072
3.274 1.1770 0.0237 0.0072
3.275 1.1771 0.0237 0.0072
3.275 1.1771 0.0237 0.0072
3.275 1.1771 0.0237 0.0072
3.275 1.1771 0.0237 0.0072
0.708 0.586 -0.0056 0.0079
Q = 0.1086 0.03134-0.0600
= 0.0486
! (m) " (m#$) .#!
0.882 0.5823 -0.0117 -0.0133
0.882 0.5823 0.0117 0.0133
0.709 0.5172 0.0104 0.0147
0.746 0.5315 0.0107 0.01430.738 0.5285 0.0106 0.0144
0.740 0.5292 0.0106 0.0144
0.739 0.5290 0.0106 0.0144
0.739 0.5291 0.0106 0.0144
0.739 0.5291 0.0106 0.0144
0.739 0.5291 -0.0106 -0.0144
5.846 1.8082 -0.0172 0.0029
Q = -0.0278 -0.01145
0.0000
= -0.0278
! (m) " (m#$) .#!
10.706 2.4806 0.0236 0.0022
1.156 0.6741 0.0136 0.0117
Q = 0.0371 0.01392
. (m3#$)
-Qdi =
. (m3#$)
-Qdi =
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
57/85
-Qdi = -0.0300
= 0.0071
! (m) " (m#$) .#!
3.807 1.4427 0.0137 0.00360.132 0.2051 -0.0041 0.0312
3.796 1.1862 0.0373 0.0098
Q = 0.0469 0.0446
-Qdi = -0.0300
= 0.0169
! (m) " (m#$) .#!
2.479 1.5760 0.0774 0.0312
3.040 1.0541 -0.0331 0.0109
Q = 0.0442 0.0421
-Qdi = -0.0400
= 0.0042
! (m) " (m#$) .#!
2.468 1.2006 0.0589 0.0239
5.742 1.5839 0.0318 0.0055
4.463 1.3868 0.0279 0.0062
4.761 1.4351 0.0289 0.0061
4.692 1.4240 0.0286 0.0061
4.708 1.4266 0.0287 0.0061
4.704 1.4260 0.0287 0.0061
4.705 1.4261 0.0287 0.0061
4.705 1.4261 0.0287 0.0061
4.705 1.4261 0.0287 0.0061
4.705 1.4261 0.0287 0.0061
3.051 1.283 -0.0122 0.0040
Q = 0.0754 0.03397
-0.0600
= 0.0154
. (m3#$)
. (m3#$)
. (m3#$)
-Qdi =
-
7/26/2019 METODO 1 Cross Correccion Presiones
58/85
! (m) " (m#$) .#!
4.835 1.4466 -0.0291 -0.0060
4.835 1.4466 0.0291 0.0060
3.768 1.2679 0.0255 0.0068
4.015 1.3113 0.0264 0.0066
3.958 1.3014 0.0262 0.00663.971 1.3037 0.0262 0.0066
3.968 1.3032 0.0262 0.0066
3.969 1.3033 0.0262 0.0066
3.968 1.3033 0.0262 0.0066
3.969 1.3033 -0.0262 -0.0066
9.682 2.3541 -0.0224 0.0023
Q = -0.0486 -0.00429
0.0000
= -0.0486
! (m) " (m#$) .#!
32.316 4.3903 0.0417 0.0013
0.888 0.5846 0.0118 0.0132
Q = 0.0535 0.01452
-Qdi = -0.0300
= 0.0235
! (m) " (m#$) .#!
3.959 1.4727 0.0140 0.0035
2.345 0.9853 0.0198 0.0084
3.242 1.0908 0.0343 0.0106
Q = 0.0681 0.0226
-Qdi = -0.0300
= 0.0381
! (m) " (m#$) .#!
2.277 1.5072 0.0740 0.0325
0.134 0.1927 0.0061 0.0450
Q = 0.0800 0.0775
-Qdi = -0.0400
= 0.0400
. (m3#$)
-Qdi =
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
59/85
! (m) " (m#$) .#!
1.560 0.9409 0.0462 0.029627.469 3.5785 0.0719 0.0026
20.940 3.1106 0.0625 0.0030
22.536 3.2309 0.0650 0.0029
22.146 3.2020 0.0644 0.0029
22.241 3.2090 0.0645 0.0029
22.218 3.2073 0.0645 0.0029
22.224 3.2077 0.0645 0.0029
22.222 3.2076 0.0645 0.0029
22.223 3.2077 0.0645 0.0029
22.223 3.2077 0.0645 0.00290.582 0.527 -0.0050 0.0086
Q = 0.1057 0.04109
-0.0600
= 0.0457
! (m) " (m#$) .#!
25.246 3.4260 -0.0689 -0.0027
25.246 3.4260 0.0689 0.002719.261 2.9789 0.0599 0.0031
20.721 3.0937 0.0622 0.0030
20.366 3.0662 0.0616 0.0030
20.452 3.0729 0.0618 0.0030
20.431 3.0713 0.0618 0.0030
20.436 3.0717 0.0618 0.0030
20.435 3.0716 0.0618 0.0030
20.436 3.0716 -0.0618 -0.0030
29.082 4.1588 -0.0395 0.0014
Q = -0.1013 -0.001660.0000
= -0.1013
! (m) " (m#$) .#!
150.880 9.6325 0.0915 0.0006
. (m3#$)
-Qdi =
. (m3#$)
-Qdi =
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
60/85
1.031 0.6337 0.0127 0.0124
Q = 0.1043 0.01296
-Qdi = -0.0300
= 0.0743
! (m) " (m#$) .#!
2.805 1.2272 0.0117 0.0042
10.430 2.1658 0.0435 0.0042
0.899 0.5477 0.0172 0.0191
Q = 0.0724 0.0275
-Qdi = -0.0300
= 0.0424
! (m) " (m#$) .#!
1.244 1.0947 0.0537 0.0432
2.189 0.8846 0.0278 0.0127
Q = 0.0815 0.0559
-Qdi = -0.0400
= 0.0415
! (m) " (m#$) .#!
0.662 0.5939 -0.0292 -0.0440
147.043 8.4380 0.1697 0.0012
110.741 7.3055 0.1469 0.0013
119.832 7.6047 0.1529 0.0013
117.558 7.5309 0.1514 0.0013
118.127 7.5494 0.1518 0.0013
117.984 7.5448 0.1517 0.0013
118.020 7.5460 0.1517 0.0013
118.011 7.5457 0.1517 0.0013
118.013 7.5458 0.1517 0.0013
118.013 7.5457 0.1517 0.0013
0.282 0.354 0.0034 0.0119
Q = 0.1259 -0.03080
-0.0600
= 0.0659
. (m3#$)
. (m3#$)
. (m3#$)
-Qdi =
-
7/26/2019 METODO 1 Cross Correccion Presiones
61/85
! (m) " (m#$) .#!
151.324 8.5619 -0.1721 -0.0011
151.324 8.5619 0.1721 0.0011
113.949 7.4124 0.1490 0.0013123.311 7.7161 0.1551 0.0013
120.968 7.6412 0.1536 0.0013
121.555 7.6601 0.1540 0.0013
121.408 7.6554 0.1539 0.0013
121.444 7.6565 0.1539 0.0013
121.435 7.6562 0.1539 0.0013
121.438 7.6563 -0.1539 -0.0013
139.418 9.2542 -0.0879 0.0006
Q = -0.2419 -0.00064
0.0000 = -0.2419
! (m) " (m#$) .#!
899.066 23.7150 0.2254 0.0003
7.343 1.8024 -0.0362 0.0049
Q = 0.1891 0.00519
-Qdi = -0.0300
= 0.1591
! (m) " (m#$) .#!
4.563 1.5874 -0.0151 0.0033
68.712 5.7278 0.1152 0.0017
0.703 0.4791 -0.0151 0.0214
Q = 0.0850 0.0264
-Qdi = -0.0300
= 0.0550
! (m) " (m#$) .#!
0.242 0.4536 -0.0223 0.0921
4.871 1.3535 0.0425 0.0087
Q = 0.0203 0.1008
. (m3#$)
-Qdi =
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
62/85
-Qdi = -0.0400
= -0.0197
! (m) " (m#$) .#!
3.619 1.4698 0.0721 0.0199
910.972 21.2073 0.4264 0.0005
681.664 18.3257 0.3685 0.0005
739.746 19.0964 0.3840 0.0005
725.040 18.9042 0.3801 0.0005
728.764 18.9531 0.3811 0.0005
727.821 18.9407 0.3808 0.0005
728.060 18.9439 0.3809 0.0005
727.999 18.9431 0.3809 0.0005728.015 18.9433 0.3809 0.0005
728.011 18.9432 0.3809 0.0005
8.731 2.231 0.0212 0.0024
Q = 0.4742 0.02289
-0.0600
= 0.4142
! (m) " (m#$) .#! 874.776 20.7788 -0.4178 -0.0005
874.776 20.7788 0.4178 0.0005
654.639 17.9559 0.3610 0.0006
710.390 18.7108 0.3762 0.0005
696.277 18.5226 0.3724 0.0005
699.850 18.5704 0.3734 0.0005
698.945 18.5583 0.3731 0.0005
699.174 18.5614 0.3732 0.0005
699.116 18.5606 0.3732 0.0005
699.131 18.5608 -0.3732 -0.0005837.697 22.8863 -0.2175 0.0003
Q = -0.5907 -0.00027
0.0000
= -0.5907
. (m3#$)
-Qdi =
. (m3#$)
-Qdi =
-
7/26/2019 METODO 1 Cross Correccion Presiones
63/85
! (m) " (m#$) .#!
5146.855 56.9464 0.5412 0.0001
64.544 5.5475 -0.1115 0.0017
Q = 0.4296 0.00183
-Qdi = -0.0300
= 0.3996
! (m) " (m#$) .#!
27.465 4.0383 0.0384 0.0014
500.528 15.6830 0.3153 0.0006
5.262 1.4100 -0.0443 0.0084
Q = 0.3094 0.0104
-Qdi = -0.0300
= 0.2794
! (m) " (m#$) .#!
0.150 0.3493 0.0171 0.1144
58.766 4.9367 0.1551 0.0026
Q = 0.1722 0.1170
-Qdi = -0.0400
= 0.1322
! (m) " (m#$) .#!
32.578 4.6009 -0.2258 -0.0069
5183.934 50.7927 1.0212 0.0002
3868.554 43.8576 0.8818 0.0002
4203.227 45.7216 0.9193 0.0002
4118.092 45.2547 0.9099 0.0002
4139.750 45.3740 0.9123 0.0002
4134.240 45.3437 0.9117 0.0002
4135.642 45.3514 0.9118 0.0002
4135.285 45.3494 0.9118 0.0002
4135.376 45.3499 0.9118 0.0002
4135.353 45.3498 0.9118 0.0002
26.038 3.929 0.0373 0.0014
Q = 0.7233 -0.00528
. (m3#$)
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
64/85
-0.0600
= 0.6633
! (m) " (m#$) .#!
5435.275 52.0130 -1.0458 -0.0002
5435.275 52.0130 1.0458 0.0002
4055.930 44.9107 0.9030 0.0002
4406.904 46.8199 0.9414 0.0002
4317.615 46.3416 0.9318 0.0002
4340.331 46.4638 0.9342 0.0002
4334.552 46.4327 0.9336 0.0002
4336.022 46.4406 0.9337 0.0002
4335.648 46.4386 0.9337 0.0002
4335.743 46.4391 -0.9337 -0.0002
4710.871 54.4746 -0.5177 0.0001Q = -1.4514 -0.00011
0.0000
= -1.4514
! (m) " (m#$) .#!
32236.050 142.7434 1.3565 0.0000
447.025 14.8134 -0.2978 0.0007
Q = 1.0587 0.00071
-Qdi = -0.0300
= 1.0287
! (m) " (m#$) .#!
277.379 13.1092 -0.1246 0.0004
3351.485 40.8113 0.8206 0.0002
56.506 4.8386 -0.1520 0.0027
Q = 0.5440 0.0034
-Qdi = -0.0300
= 0.5140
! (m) " (m#$) .#!
2.110 1.4478 -0.0711 0.0337
-Qdi =
. (m3#$)
-Qdi =
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
65/85
360.261 12.4121 0.3899 0.0011
Q = 0.3189 0.0348
-Qdi = -0.0400
= 0.2789
! (m) " (m#$) .#!
218.763 12.1236 0.5951 0.0027
32960.454 128.3048 2.5797 0.0001
24567.109 110.7496 2.2268 0.0001
26706.804 115.4783 2.3218 0.0001
26161.376 114.2915 2.2980 0.0001
26300.414 114.5952 2.3041 0.0001
26264.971 114.5178 2.3025 0.000126274.006 114.5375 2.3029 0.0001
26271.703 114.5325 2.3028 0.0001
26272.290 114.5338 2.3028 0.0001
26272.140 114.5335 2.3028 0.0001
581.134 19.038 0.1809 0.0003
Q = 3.0789 0.00312
-0.0600
= 3.0189
! (m) " (m#$) .#!
31024.870 124.4760 -2.5027 -0.0001
31024.870 124.4760 2.5027 0.0001
23124.993 107.4454 2.1603 0.0001
25138.810 112.0326 2.2525 0.0001
24625.491 110.8813 2.2294 0.0001
24756.338 111.1759 2.2353 0.0001
24722.985 111.1009 2.2338 0.0001
24731.487 111.1200 2.2342 0.000124729.320 111.1151 2.2341 0.0001
24729.872 111.1164 -2.2341 -0.0001
29331.590 136.1541 -1.2939 0.0000
Q = -3.5280 -0.00005
0.0000
= -3.5280
. (m3#$)
-Qdi =
. (m3#$)
-Qdi =
-
7/26/2019 METODO 1 Cross Correccion Presiones
66/85
! (m) " (m#$) .#!
181968.701 339.3530 3.2250 0.0000
3047.730 38.9110 -0.7824 0.0003
Q = 2.4426 0.00027
-Qdi = -0.0300 = 2.4126
! (m) " (m#$) .#!
1354.450 29.1409 0.2769 0.0002
20630.999 101.4778 2.0403 0.0001
344.216 12.1294 -0.3811 0.0011
Q = 1.9362 0.0014
-Qdi = -0.0300
= 1.9062
! (m) " (m#$) .#!
18.155 4.4299 -0.2175 0.0120
3047.312 36.3706 1.1426 0.0004
Q = 0.9252 0.0124
-Qdi = -0.0400
= 0.8852
! (m) " (m#$) .#!
1716.821 34.2183 -1.6797 -0.0010
183661.981 303.0767 6.0937 0.0000
136828.728 261.5754 5.2593 0.0000
148776.634 272.7633 5.4842 0.0000
145728.628 269.9532 5.4277 0.0000
146506.206 270.6729 5.4422 0.0000
146307.838 270.4895 5.4385 0.0000
146358.444 270.5363 5.4395 0.0000
146345.534 270.5243 5.4392 0.0000
146348.827 270.5274 5.4393 0.0000
146347.987 270.5266 5.4393 0.0000
. (m3#$)
. (m3#$)
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
67/85
1348.646 29.078 0.2763 0.0002
Q = 4.0359 -0.00074
-0.0600
= 3.9759
! (m) " (m#$) .#!
194461.652 311.8645 -6.2704 0.0000
194461.652 311.8645 6.2704 0.0000
144873.110 269.1592 5.4118 0.0000
157524.127 280.6719 5.6432 0.0000
154296.699 277.7802 5.5851 0.0000
155120.062 278.5208 5.6000 0.0000
154910.011 278.3320 5.5962 0.0000
154963.598 278.3802 5.5972 0.0000
154949.927 278.3679 5.5969 0.0000154953.415 278.3710 -5.5970 0.0000
164385.432 322.5335 -3.0651 0.0000
Q = -8.6621 -0.00002
0.0000
= -8.6621
! (m) " (m#$) .#!
1155794.016 855.4833 8.1299 0.0000
17927.904 94.5864 -1.9018 0.0001
Q = 6.2282 0.00011
-Qdi = -0.0300
= 6.1982
! (m) " (m#$) .#!
12148.317 87.5696 -0.8322 0.0001
127520.238 252.5159 5.0771 0.0000
2903.994 35.5015 -1.1153 0.0004
Q = 3.1296 0.0005
-Qdi = -0.0300
= 3.0996
-Qdi =
. (m3#$)
-Qdi =
. (m3#$)
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
68/85
! (m) " (m#$) .#!
161.472 13.4617 -0.6608 0.0041
15494.368 82.1992 2.5824 0.0002
Q = 1.9216 0.0043
-Qdi = -0.0400
= 1.8816
2,5 5,6 1,6
276.34 1115.31 660.80
5 6
15755.840 1145.041
. (m3#$)
-
7/26/2019 METODO 1 Cross Correccion Presiones
69/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
70/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
71/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
72/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
73/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
74/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
75/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
76/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
77/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
78/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
79/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
80/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
81/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
82/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
83/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
84/85
-
7/26/2019 METODO 1 Cross Correccion Presiones
85/85