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10<br />
PÉRDIDAS POR FRICCIÓN EN TUBERÍAS COLUMNAS ESTANDAR DE TUBERÍAS<br />
Pérdidas por fricción calculadas usando<br />
la ecuación de Darcy-Weisbach.<br />
www.durman.com.co<br />
Caudal<br />
3 m /h l/min.<br />
Diámetro Nominal<br />
del Tubo (pulg/mm)<br />
1 16.67 0.056 0.009<br />
1.5 25.00 0.121 0.018<br />
2 33.33 0.200 0.029<br />
2.5 41.67 0.296 0.043<br />
3 50.00 0.407 0.059<br />
3.5 58.33 0.533 0.077<br />
4 66.67 0.674 0.098<br />
4.5 75.00 0.828 0.120<br />
5 83.33 0.996 0.144<br />
6 100.00 1.370 0.198<br />
7 116.67 1.794 0.260<br />
8 133.33 2.267 0.328<br />
9 150.00 2.785 0.403<br />
10 166.67 3.349 0.485<br />
12 200.00 4.608 0.668<br />
14 233.33 6.035 0.874<br />
16 266.67 6.321 1.104<br />
18 300.00 7.803 1.357<br />
20 333.33 9.435 1.502<br />
22 366.67 11.204 1.696<br />
24 400.00 13.108 1.859<br />
26 433.33 15.146 2.147<br />
28 466.67 17.316 2.453<br />
30 500.00 19.615 2.778<br />
35 583.33 25.921 3.669<br />
40 666.67 33.010 4.669<br />
45 750.00 40.863 5.776<br />
50 833.33 49.466 6.988<br />
55 916.67 8.303<br />
60 1000.00 9.720<br />
65 1083.33 11.237<br />
70 1166.67 12.853<br />
75 1250.00 14.566<br />
80 1333.33 16.375<br />
85 1416.67 18.281<br />
90 1500.00 20.280<br />
95 1583.33 22.374<br />
100 1666.67 24.560<br />
105 1750.00 26.839<br />
110 1833.33 29.209<br />
115 1916.67 31.670<br />
2”<br />
50<br />
3”<br />
80
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