hoja excel para fluidos-redes de tuberias
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HOJA DE CALCULO PARA FLUIDOSTRANSCRIPT
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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DATOS INICIALES
COEF= 1.72*10^6*L/C^1.85/D^4.87n= 1.85
CIRCUITO TUBERIALONGITUD DIAMETRO C COEFIC
L (km) D (plg) (p^0.5/s)
1
7 0.3 10 130 8.55E-046 0.6 8 130 5.07E-031 0.5 10 130 1.42E-03
5(*) 0.2 8 130 1.69E-03
CIRCUITO TUBERIALONGITUD DIAMETRO C COEFIC
L (km) D (plg) (p^0.5/s)
2
5(*) 0.2 8 130 1.69E-034 0.4 6 130 1.37E-022 0.4 6 130 1.37E-02
3 0.2 4 130 4.94E-02
I
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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T!E"#A L ($) D (%&') C& +,$ & &&1 500 10 190 197.162 400 6 50 58.243 200 4 20 11.764 400 6 80 48.90
5 200 8 50 48.916 600 8 90 82.847 300 10 160 152.84
NDO CADAL (&/,)2 903 704 605 606 70
350
ITE"ACIN 0 ITE"ACIN 1CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-160.00 -10.22 0.06 -153.78 -9.50 0.06-90.00 -20.90 0.23 -83.78 -18.31 0.22190.00 23.41 0.12 196.22 24.85 0.1350.00 2.35 0.05 42.47 1.74 0.04
-5.36 0.47 -1.22 0.45
= 6.22 &/, = 1.48 &/,
ITE"ACIN 0 ITE"ACIN 1CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-50.00 -2.35 0.05 -42.47 -1.74 0.04-80.00 -45.49 0.57 -36.26 -10.52 0.2950.00 19.07 0.38 63.74 29.88 0.47
-20.00 -12.61 0.63 -6.26 -1.47 0.23-41.38 1.63 16.16 1.03
= 13.74 &/, = -8.44 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ITE"ACIN 2 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-152.31 -9.33 0.06 -153.15 -9.43 0.06-82.31 -17.72 0.22 -83.15 -18.05 0.22197.69 25.19 0.13 196.85 24.99 0.1352.39 2.56 0.05 48.95 2.26 0.05
0.71 0.45 -0.23 0.45
= -0.85 &/, = 0.27 &/,
ITE"ACIN 2 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-52.39 -2.56 0.05 -48.95 -2.26 0.05-50.92 -19.72 0.39 -49.79 -18.92 0.3855.30 22.98 0.42 57.90 25.02 0.43
-14.70 -7.13 0.49 -12.10 -4.97 0.41-6.43 1.34 -1.14 1.27
= 2.60 &/, = 0.48 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ITE"ACIN 4 ITE"ACIN 5CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-152.88 -9.39 0.06 -152.83 -9.39 0.06-82.88 -17.95 0.22 -82.83 -17.93 0.22197.12 25.06 0.13 197.17 25.07 0.1348.73 2.24 0.05 49.02 2.26 0.05
-0.04 0.45 0.02 0.45
= 0.05 &/, = -0.02 &/,
ITE"ACIN 4 ITE"ACIN 5CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-48.73 -2.24 0.05 -49.02 -2.26 0.05-48.46 -18.00 0.37 -48.97 -18.35 0.3758.39 25.40 0.44 58.15 25.21 0.43
-11.61 -4.61 0.40 -11.85 -4.79 0.400.56 1.25 -0.19 1.26
= -0.24 &/, = 0.08 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ITE"ACIN 6 ITE"ACIN 7CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-152.85 -9.39 0.06 -152.84 -9.39 0.06-82.85 -17.94 0.22 -82.84 -17.93 0.22197.15 25.06 0.13 197.16 25.07 0.1348.92 2.26 0.05 48.91 2.25 0.05
-0.01 0.45 0.00 0.45
= 0.01 &/, = 0.00 &/,
ITE"ACIN 6 ITE"ACIN 7CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-48.92 -2.26 0.05 -48.91 -2.25 0.05-48.94 -18.33 0.37 -48.90 -18.30 0.3758.23 25.28 0.43 58.24 25.29 0.43
-11.77 -4.73 0.40 -11.76 -4.72 0.40-0.03 1.26 0.02 1.26
= 0.01 &/, = -0.01 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ITE"ACIN 8CAUDAL PERDIDA /! "#l$%&''
! (l/s) (m) m/s
-152.84 -9.39 0.06 3.02-82.84 -17.93 0.22 2.55197.16 25.07 0.13 3.8948.92 2.26 0.05 1.51
0.00 0.45
= 0.00 &/,
ITE"ACIN 8CAUDAL PERDIDA /! "#l$%&''
! (l/s) (m) m/s
-48.92 -2.26 0.05 1.51-48.92 -18.31 0.37 2.6858.24 25.28 0.43 3.19
-11.76 -4.72 0.40 1.45-0.01 1.26
= 0.00 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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DATOS INICIALES
COEF= 1.72*10^6*L/C^1.85/D^4.87n= 1.85
CIRCUITO TUBERIALONGITUD DIAMETRO C COEFIC
L (km) D (plg) (p^0.5/s)
1
7 0.3 10 130 8.55E-046 0.6 8 130 5.07E-031 0.5 10 130 1.42E-03
5(*) 0.2 8 130 1.69E-03
CIRCUITO TUBERIALONGITUD DIAMETRO C COEFIC
L (km) D (plg) (p^0.5/s)
2
5(*) 0.2 8 130 1.69E-034 0.4 6 130 1.37E-022 0.4 6 130 1.37E-02
3 0.2 4 130 4.94E-02
I
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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T!E"#A L ($) D (%&') C& +,$ & &&1 500 10 140 141.222 400 6 30 39.913 200 4 20 10.094 400 6 60 31.31
5 200 8 40 31.316 600 8 60 58.787 300 10 110 108.78
NDO CADAL (&/,)2 703 504 405 406 50
50
ITE"ACIN 0 ITE"ACIN 1CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-110.00 -5.11 0.05 -109.81 -5.09 0.05-60.00 -9.87 0.16 -59.81 -9.81 0.16140.00 13.31 0.10 140.19 13.34 0.1040.00 1.55 0.04 26.90 0.75 0.03
-0.12 0.34 -0.82 0.33
= 0.19 &/, = 1.33 &/,
ITE"ACIN 0 ITE"ACIN 1CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-40.00 -1.55 0.04 -26.90 -0.75 0.03-60.00 -26.72 0.45 -26.71 -5.98 0.2230.00 7.41 0.25 43.29 14.60 0.34
-20.00 -12.61 0.63 -6.71 -1.67 0.25-33.47 1.36 6.20 0.84
= 13.29 &/, = -4.00 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ITE"ACIN 2 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-108.48 -4.98 0.05 -108.84 -5.01 0.05-58.48 -9.41 0.16 -58.84 -9.52 0.16141.52 13.58 0.10 141.16 13.51 0.1032.24 1.04 0.03 31.52 1.00 0.03
0.22 0.34 -0.02 0.34
= -0.36 &/, = 0.03 &/,
ITE"ACIN 2 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-32.24 -1.04 0.03 -31.52 -1.00 0.03-30.91 -7.83 0.25 -31.88 -8.29 0.2639.29 12.20 0.31 39.64 12.41 0.31
-10.71 -3.97 0.37 -10.36 -3.73 0.36-0.64 0.97 -0.61 0.97
= 0.36 &/, = 0.34 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ITE"ACIN 3 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-108.80 -5.01 0.05 -108.77 -5.01 0.05-58.80 -9.51 0.16 -58.77 -9.50 0.16141.20 13.52 0.10 141.23 13.52 0.1031.21 0.98 0.03 31.34 0.99 0.03
-0.02 0.33 0.01 0.34
= 0.03 &/, = -0.01 &/,
ITE"ACIN 3 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-31.21 -0.98 0.03 -31.34 -0.99 0.03-31.17 -7.96 0.26 -31.30 -8.02 0.2639.99 12.61 0.32 39.89 12.56 0.31
-10.01 -3.51 0.35 -10.11 -3.57 0.350.17 0.95 -0.02 0.96
= -0.09 &/, = 0.01 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ITE"ACIN 3 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-108.78 -5.01 0.05 -108.78 -5.01 0.05-58.78 -9.50 0.16 -58.78 -9.50 0.16141.22 13.52 0.10 141.22 13.52 0.1031.32 0.99 0.03 31.31 0.99 0.03
0.00 0.34 0.00 0.34
= 0.00 &/, = 0.00 &/,
ITE"ACIN 3 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-31.32 -0.99 0.03 -31.31 -0.99 0.03-31.33 -8.03 0.26 -31.31 -8.02 0.2639.90 12.56 0.31 39.91 12.57 0.31
-10.10 -3.56 0.35 -10.09 -3.55 0.35-0.01 0.96 0.00 0.95
= 0.01 &/, = 0.00 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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2.151.812.79
0.97
0.971.722.19
1.24
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ETODO A"D C"OSS
TUBERIA LONG (km)
O-A 0.25
A-! 0.2O-! 0.3A-C 0.3!-C 0.25
COEF= 1.72*10^6*L/C^1.85/D^4.87
n= 1.85
CIRCUITO TUBERIALONGITUD DIAMETRO C COEFIC
L (km) D (plg) (p^0.5/s)
1O-A 0.25 8 135 1.97E-03O-! 0.3 12 140 3.07E-04
A-!(*) 0.2 12 140 2.04E-04
CIRCUITO TUBERIALONGITUD DIAMETRO C COEFIC
L (km) D (plg) (p^0.5/s)
2 A-!(*) 0.2 12 140 2.04E-04!-C 0.25 8 135 1.97E-03
A-C 0.3 12 140 3.07E-04
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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AMETRO (pl C
8 135
12 14012 14012 1408 135
ITE"ACIN 0 ITE"ACIN 1CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
550.00 231.19 0.42 298.02 74.42 0.25-315.00 -12.84 0.04 -566.98 -38.09 0.0785.00 0.76 0.01 -310.57 -8.34 0.03
219.11 0.47 27.99 0.34
= -251.98 &/, = -44.01 &/,
ITE"ACIN 0 ITE"ACIN 1CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
-85.00 -0.76 0.01 310.57 8.34 0.03-400.00 -128.27 0.32 -256.41 -56.34 0.22465.00 26.39 0.06 608.59 43.42 0.07
-102.63 0.39 -4.58 0.32
= 143.59 &/, = 7.79 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ITE"ACIN 2 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
254.01 55.37 0.22 253.10 55.00 0.22-610.99 -43.74 0.07 -611.90 -43.86 0.07-362.37 -11.09 0.03 -359.30 -10.92 0.03
0.54 0.32 0.23 0.32
= -0.91 &/, = -0.38 &/,
ITE"ACIN 2 ITE"ACIN 3CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
362.37 11.09 0.03 359.30 10.92 0.03-248.62 -53.22 0.21 -252.60 -54.80 0.22616.38 44.46 0.07 612.40 43.93 0.07
2.33 0.32 0.04 0.32
= -3.98 &/, = -0.07 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ITE"ACIN 4 ITE"ACIN 5CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
252.72 54.85 0.22 252.71 54.85 0.22-612.28 -43.91 0.07 -612.29 -43.91 0.07-359.61 -10.94 0.03 -359.58 -10.94 0.03
0.00 0.32 0.00 0.32
= -0.01 &/, = 0.00 &/,
ITE"ACIN 4 ITE"ACIN 5CAUDAL PERDIDA /! CAUDAL PERDIDA /!
! (l/s) (m) ! (l/s) (m)
359.61 10.94 0.03 359.58 10.94 0.03-252.67 -54.83 0.22 -252.71 -54.85 0.22612.33 43.92 0.07 612.29 43.91 0.07
0.02 0.32 0.00 0.32
= -0.04 &/, = 0.00 &/,
7/17/2019 HOJA EXCEL PARA FLUIDOS-REDES DE TUBERIAS
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ELOCIDAD
7.798.39
4.93
4.937.79
8.39