Copia de TABÑLA

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X Y 0 20 0.001102 1 25 0.00089 T°C 22.4 0.00100024 22.5 0.00099600 22.6 0.00099176 22.9 0.00097904 23.3 0.00096208 23.4 0.00095784 23.7 0.00094512 24.1 0.00092816 24.4 0.00091544 24.6 0.00090696 Viscosidad dinámica (N·s/m 2 )

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Transcript of Copia de TABÑLA

Page 1: Copia de TABÑLA

X Y0 20 0.001102

1 25 0.00089

T°C

22.4 0.0010002422.5 0.0009960022.6 0.0009917622.9 0.0009790423.3 0.0009620823.4 0.0009578423.7 0.0009451224.1 0.0009281624.4 0.0009154424.6 0.00090696

Viscosidad dinámica (N·s/m2)

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PROPIEDADES FÍSICAS DEL AGUA

0 9.805 999.8 0.0765

5 9.807 1000 0.0749

10 9.804 999.7 0.0742

15 9.798 999.1 0.0735

20 9.789 998.2 0.0728

25 9.777 997 0.072

30 9.764 995.7 0.0712

40 9.73 992.2 0.0696

50 9.689 988 0.0679

60 9.642 983.2 0.0662

70 9.589 977.8 0.0644

80 9.53 971.8 0.0626

90 9.466 965.3 0.0608

100 9.399 958.4 0.0589

Temperatura (ºC)

Peso específico (kN/m3)

Densidad (kg/m3)

Módulo de elasticidad

(kN/m2)

Viscosidad dinámica (N·s/m2)

Viscosidad cinemática

(m2/s)

Tensión superficial

(N/m)

1,98 · 106 1,781 · 10-3 1,785 · 10-6

2,05 · 106 1,518 · 10-3 1,519 · 10-6

2,10 · 106 1,307 · 10-3 1,306 · 10-6

2,15 · 106 1,139 · 10-3 1,139 · 10-6

2,17 · 106 1,102 · 10-3 1,003 · 10-6

2,22 · 106 0,890 · 10-3 0,893 · 10-6

2,25 · 106 0,708 · 10-3 0,800 · 10-6

2,28 · 106 0,653 · 10-3 0,658 · 10-6

2,29 · 106 0,547 · 10-3 0,553 · 10-6

2,28 · 106 0,466 · 10-3 0,474 · 10-6

2,25 · 106 0,404 · 10-3 0,413 · 10-6

2,20 · 106 0,354 · 10-3 0,364 · 10-6

2,14 · 106 0,315 · 10-3 0,326 · 10-6

2,07 · 106 0,282 · 10-3 0,294 · 10-6

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PROPIEDADES FÍSICAS DEL AGUA

0.61

0.87

1.23

1.7

2.34

3.17

4.24

7.38

12.33

19.92

31.16

47.34

70.1

101.33

Presión de vapor

(kN/m2)

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Moody Chart SolverJ. M. Cimbala, written August 2003; latest update 05 January 2012

This worksheet enables a user to specify a Reynolds number and a roughness factor, and the Darcy friction factor for pipe flow is calculated.Change values ONLY in the yellow highlighted cells.Enter the Reynolds number: Re = 23858.284Enter the dimensionless roughness factor: 0.00155

Result from Colebrook equation (Moody chart): 0.02814

Do not mess with the hidden cells below:

e/D =

f =

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This worksheet enables a user to specify a Reynolds number and a roughness factor, and the Darcy friction factor for pipe flow is calculated.

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