Calculo de Caudales y Pérdidas de Carga
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CALCULO DE CAUDALES Y PÉRDIDAS DE CARGA NUDO Q existen te TRAMO Long Diam (in) Diam (m) C r 1/r^(1/ n) Q asumido A 0.0035 AB 100 1.5 0.0381 130 1058785. 03 0.000558 3 0.0012 AD 80 1.5 0.0381 130 847028.0 27 0.000629 78 0.0013 AF 120 1.5 0.0381 130 1270542. 04 0.000505 95 0.0010 B 0.0012 BC 80 1 0.0254 130 6102849. 34 0.000216 82 0.0007 F 0.0010 EF 80 1 0.0254 130 6102849. 34 0.000216 82 0.0000 D 0.0008 CD 100 1 0.0254 129 7738443. 33 0.000190 73 0.0002 DE 120 1 0.0254 130 9154274. 01 0.000174 19 0.0010
description
calculo de caudales y perdidas de carga
Transcript of Calculo de Caudales y Pérdidas de Carga
CALCULO DE CAUDALES Y PÉRDIDAS DE CARGA
NUDO Q existente
TRAMO Long Diam (in) Diam (m) C r 1/r^(1/n) Q asumido
A 0.0035 AB 100 1.5 0.0381 130 1058785.03 0.0005583 0.0012AD 80 1.5 0.0381 130 847028.027 0.00062978 0.0013AF 120 1.5 0.0381 130 1270542.04 0.00050595 0.0010
B 0.0012 BC 80 1 0.0254 130 6102849.34 0.00021682 0.0007F 0.0010 EF 80 1 0.0254 130 6102849.34 0.00021682 0.0000D 0.0008 CD 100 1 0.0254 129 7738443.33 0.00019073 0.0002
DE 120 1 0.0254 130 9154274.01 0.00017419 0.0010
1 ra VUELTA
CIRCUITO TRAMOLONG (m) C D (m)
Q asumido r hf=rxQ^n hf/Q dQ
Q=Qasum+dQ %CAMBIO
AB 100.00 130 0.0381 -0.001201058785.0
3 -4.12526 3437.71774 0.000225 -0.00097 18.78%
I BC 80.00 130 0.0254 -0.000706102849.3
4 -8.7630312518.6119
9 0.000225 -0.00047 32.20%
CD 100.00 130 0.0254 -0.000207628561.6
8 -1.07634 5381.70909 0.000225 0.00003 112.71%
DA 80.00 130 0.0381 0.00130847028.02
7 3.82755 2944.26921 -0.000210 0.00109 16.15%
-10.1370824282.3080
3 0.000225
AD 80.00 130 0.0381 -0.00130847028.02
7 -3.82755 2944.26921 0.000210 -0.00109 16.15%
II DE 120.00 130 0.0254 -0.001009154274.0
1 -25.4462625446.2569
3 0.000435 -0.00056 43.54%
EF 80.00 130 0.0254 0.000006102849.3
4 0.00000 0.00000 0.000435 0.00044 0.00%
FA 120.00 130 0.0381 0.001001270542.0
4 3.53174 3531.74257 0.000435 0.00144 -43.54%
-25.7420631922.2687
0 0.000435
2 da VUELTA
CIRCUITO TRAMOLONG (m) C D (m)
Q asumido r hf=rxQ^n hf/Q dQ
Q=Qasum+dQ %CAMBIO
AB 100.00 130 0.0381 -0.000971058785.0
3 -2.80609 2879.26978 0.000151 -0.00082 15.49%I BC 80.00 130 0.0254 -0.00047 6102849.3 -4.26645 8989.85144 0.000151 -0.00032 31.82%
4
CD 100.00 130 0.0254 0.000037628561.6
8 0.02359 928.05400 0.000151 0.00018 -594.11%
DA 80.00 130 0.0381 0.00109847028.02
7 2.76190 2533.86355 0.000133 0.00122 -12.19%
-4.2870615331.0387
7 0.000151
AD 80.00 130 0.0381 -0.00109847028.02
7 -2.76190 2533.86355 -0.000133 -0.00122 -12.19%
II DE 120.00 130 0.0254 -0.000569154274.0
1 -8.8271215634.8547
0 0.000018 -0.00055 3.22%
EF 80.00 130 0.0254 0.000446102849.3
4 3.63740 8353.77570 0.000018 0.00045 -4.17%
FA 120.00 130 0.0381 0.001441270542.0
4 6.89786 4805.46270 0.000018 0.00145 -1.27%
-1.0537631327.9566
5 0.0000183 ra VUELTA
CIRCUITO TRAMOLONG (m) C D (m)
Q asumido r hf=rxQ^n hf/Q dQ
Q=Qasum+dQ %CAMBIO
AB 100.00 130 0.0381 -0.000821058785.0
3 -2.05452 2494.57280 -0.000004 -0.00083 -0.46%
I BC 80.00 130 0.0254 -0.000326102849.3
4 -2.09922 6487.16563 -0.000004 -0.00033 -1.17%
CD 100.00 130 0.0254 0.000187628561.6
8 0.85306 4835.80154 -0.000004 0.00017 2.15%
DA 80.00 130 0.0381 0.00122847028.02
7 3.41739 2794.67446 -0.000017 0.00121 1.35%
0.1167116612.2144
3 -0.000004AD 80.00 130 0.0381 -0.00122 847028.02 -3.41739 2794.67446 0.000017 -0.00121 1.35%
7
II DE 120.00 130 0.0254 -0.000559154274.0
1 -8.3084415205.2973
3 0.000013 -0.00053 2.33%
EF 80.00 130 0.0254 0.000456102849.3
4 3.92338 8649.75384 0.000013 0.00047 -2.80%
FA 120.00 130 0.0381 0.001451270542.0
4 7.06037 4857.21842 0.000013 0.00147 -0.87%
-0.7420931506.9440
4 0.000013
4 ta VUELTA
CIRCUITO TRAMOLONG (m) C D (m)
Q asumido r hf=rxQ^n hf/Q dQ
Q=Qasum+dQ %CAMBIO
AB 100.00 130 0.0381 -0.000831058785.0
3 -2.07208 2504.35872 0.000002 -0.00083 0.26%
I BC 80.00 130 0.0254 -0.000336102849.3
4 -2.14502 6551.90144 0.000002 -0.00033 0.65%
CD 100.00 130 0.0254 0.000177628561.6
8 0.81939 4747.06078 0.000002 0.00017 -1.23%
DA 80.00 130 0.0381 0.00121847028.02
7 3.33242 2762.49204 0.000002 0.00121 -0.20%
-0.0652816565.8129
8 0.000002
AD 80.00 130 0.0381 -0.00121847028.02
7 -3.33242 2762.49204 -0.000002 -0.00121 -0.20%
II DE 120.00 130 0.0254 -0.000539154274.0
1 -7.9538614903.2524
1 0.000000 -0.00053 -0.06%
EF 80.00 130 0.0254 0.000476102849.3
4 4.12954 8855.96028 0.000000 0.00047 0.07%
FA 120.00 130 0.0381 0.001471270542.0
4 7.17520 4893.40227 0.000000 0.00147 0.02%
0.0184431415.1070
0 0.000000
5 ta VUELTA
CIRCUITO TRAMOLONG (m) C D (m)
Q asumido r hf=rxQ^n hf/Q dQ
Q=Qasum+dQ %CAMBIO
AB 100.00 130 0.0381 -0.000831058785.0
3 -2.06222 2498.87031 0.000000 -0.00083 -0.01%
I BC 80.00 130 0.0254 -0.000336102849.3
4 -2.11927 6515.60283 0.000000 -0.00033 -0.02%
CD 100.00 130 0.0254 0.000177628561.6
8 0.83820 4796.87342 0.000000 0.00017 0.03%
DA 80.00 130 0.0381 0.00121847028.02
7 3.34494 2767.26145 0.000000 0.00121 0.02%
0.0016516578.6080
1 0.000000
AD 80.00 130 0.0381 -0.00121847028.02
7 -3.34494 2767.26145 0.000000 -0.00121 0.02%
II DE 120.00 130 0.0254 -0.000539154274.0
1 -7.9626214910.7939
0 0.000000 -0.00053 0.04%
EF 80.00 130 0.0254 0.000476102849.3
4 4.12434 8850.83068 0.000000 0.00047 -0.04%
FA 120.00 130 0.0381 0.001471270542.0
4 7.17232 4892.50094 0.000000 0.00147 -0.01%
-0.0109031421.3869
6 0.000000
RESPUESTAS
CALCULO DE COTAS PIEZOMETRICAS
CP COTA PIEZOMETRICACT COTA DE TERRENOP PRESION
NUDO CP (m) CT (m) P (m) P (kPa)R 3522.18 3522.18 0.00 0.00A 3514.80 3495.00 19.80 194.24B 3512.74 3490.00 22.74 223.06C 3510.62 3485.00 25.62 251.30D 3511.46 3480.00 31.46 308.57E 3503.49 3470.00 33.49 328.56F 3507.62 3465.00 42.62 418.07
CAUDALESTramo Q(l/s)RA 3.500AB 0.825BC 0.325CD 0.175DE 0.534EF 0.466FA 1.466AD 1.209
hfTramo hf(m)RA 7.378AB 2.062BC 2.119CD 0.838DE 7.963EF 4.124FA 7.172AD 3.345
CALCULO DE CAUDALES Y PÉRDIDAS DE CARGA
NUDO Q existente
TRAMO Long Diámetro C r 1/r^(1/n) Qasumido
B 0.035 BA 500 0.2032 130 1524.06396
0.01911242
0.025
BC 600 0.1524 130 7424.82227
0.00812824
0.010
D 0.035 AD 700 0.2032 130 2133.68954
0.01593723
0.017
CD 600 0.2032 130 1828.87675
0.01732054
0.018
AC 500 0.1524 130 6187.35189
0.00896915
0.007
1ra VUELTA
CIRCUITO TRAMOLONG (m) C D (m) Qasumido r hf=rxQ^n hf/Q dQ
Q=Qasum+dQ %CAMBIO
BA 500 130 0.2032 0.0251524.0639
6 1.6443 65.7731 -0.000276 0.02472 1.104%
I AC 50 130 0.1524 -0.007618.73518
9 -0.0632 9.0267 0.001169 -0.00583 16.703%
CB 600 130 0.1524 -0.017424.8222
7 -1.4679 146.7865 -0.000276 -0.01028 -2.760%0.1133 221.5862 -0.000276
AD 700 130 0.2032 -0.0172133.6895
4 -1.1270 66.2939 -0.001445 -0.01845 -8.501%
II DC 600 130 0.2032 0.0181828.8767
5 1.0739 59.6591 -0.001445 0.01655 8.029%
CA 500 130 0.1524 0.0076187.3518
9 0.6319 90.2669 -0.001169 0.00583 16.703%0.5787 216.2199 -0.001445
2da VUELTA
CIRCUITO TRAMOLONG (m) C D (m) Qasumido r hf=rxQ^n hf/Q dQ
Q=Qasum+dQ %CAMBIO
BA 500 130 0.2032 0.024721524.0639
6 1.6109 65.1538 -0.000053 0.02467 0.216%
I AC 50 130 0.1524 -0.00583618.73518
9 -0.0450 7.7251 0.000104 -0.00573 1.777%
CB 600 130 0.1524 -0.010287424.8222
7 -1.5438 150.2315 -0.000053 -0.01033 -0.519%0.0220 223.1105 -0.000053
AD 700 130 0.2032 -0.01845 2133.6895 -1.3108 71.0665 -0.000157 -0.01860 -0.851%
4
II DC 600 130 0.2032 0.016551828.8767
5 0.9197 55.5529 -0.000157 0.01640 0.948%
CA 500 130 0.1524 0.005836187.3518
9 0.4504 77.2509 -0.000104 0.00573 1.777%0.0593 203.8703 -0.000157
3ra VUELTA
CIRCUITO TRAMOLONG (m) C D (m) Qasumido r hf=rxQ^n hf/Q dQ
Q=Qasum+dQ %CAMBIO
BA 500 130 0.2032 0.024671524.0639
6 1.6044 65.0341 -0.000005 0.02467 0.022%
I AC 50 130 0.1524 -0.00573618.73518
9 -0.0436 7.6080 0.000015 -0.00571 0.266%
CB 600 130 0.1524 -0.010337424.8222
7 -1.5587 150.8955 -0.000005 -0.01033 -0.052%0.0022 223.5376 -0.000005
AD 700 130 0.2032 -0.018602133.6895
4 -1.3316 71.5814 -0.000021 -0.01862 -0.111%
II DC 600 130 0.2032 0.016401828.8767
5 0.9036 55.1038 -0.000021 0.01638 0.126%
CA 500 130 0.1524 0.005736187.3518
9 0.4357 76.0797 -0.000015 0.00571 0.266%0.0077 202.7649 -0.000021
4ta VUELTA
CIRCUITO TRAMOLONG (m) C D (m) Qasumido r hf=rxQ^n hf/Q dQ
Q=Qasum+dQ %CAMBIO
BA 500 130 0.2032 0.024671524.0639
6 1.6038 65.0221 -0.000001 0.02466 0.003%
I AC 50 130 0.1524 -0.00571618.73518
9 -0.0434 7.5907 0.000001 -0.00571 0.023%
CB 600 130 0.1524 -0.010337424.8222
7 -1.5601 150.9619 -0.000001 -0.01034 -0.007%0.0003 223.5747 -0.000001
AD 700 130 0.2032 -0.018622133.6895
4 -1.3343 71.6489 -0.000002 -0.01862 -0.011%
II DC 600 130 0.2032 0.016381828.8767
5 0.9015 55.0449 -0.000002 0.01638 0.012%
CA 500 130 0.1524 0.005716187.3518
9 0.4336 75.9070 -0.000001 0.00571 0.023%0.0008 202.6007 -0.000002
Respuestas
CAUDALESTramo Q(l/s)BA 24.66CB 10.34AC 5.71AD 16.38DC 18.62R1B 70.00R2D 70.00
hfTramo hf(m)BA 1.604CB 1.560AC 0.043AD 1.334DC 0.901R1B 2.987R2D 1.493
CALCULO DE COTAS PIEZOMETRICAS
CP COTA PIEZOMETRICACT COTA DE TERRENOP PRESIÓN
NUDO CP (m) CT (m) P (m) P (kPa)R1 124.59 124.59 0.00 0.00B 121.60 100.00 21.60 211.93A 120.00 110.00 10.00 98.10C 119.96 105.00 14.96 146.72D 121.33 95.00 26.33 258.34R2 122.83 122.83 0.00 0.00
