Viscosidad cinem. (m^2/s): 0.000001139 Parmetro Tubera 1 Tubera 2 Tubera 3 Hf1 v1 Q1 Q2 v2 f2 Hf2 Q3 v3 f3 Hf3 Hf1+Hf2+Hf3 Delta hGravedad (m/s^2) 9.806 Dimetro (m): 0.08 0.05 0.06 0.700485 0.554999 0.002790 0.002790 1.420798 0.023105 2.853860 0.002790 0.986665 0.023229 2.306135 5.860480 0.016289
Longitud (m): 150 60 120 0.716773 0.562044 0.002825 0.002825 1.438832 0.023067 2.921876 0.002825 0.999189 0.023186 2.360645 5.999295 0.000082Cota (m): 0 0 6 0.716856 0.562079 0.002825 0.002825 1.438923 0.023066 2.922230 0.002825 0.999252 0.023186 2.360921 6.000006 -0.000001Rugosidad (m): 0.000046 0.000046 0.000046 0.716855 0.562079 0.002825 0.002825 1.438922 0.023066 2.922227 0.002825 0.999252 0.023186 2.360918 6.000000 0.000000
0.716855 0.562079 0.002825 0.002825 1.438922 0.023066 2.922227 0.002825 0.999252 0.023186 2.360918 6.000000 0.000000
Diametro (m):: 0.06 Parmetro Tubera 1 Tubera 2 Tubera 3
Viscosidad cinem. (m^2/s): 0.000001139 Caudal (m3/s): 0.0028253 0.0028253 0.0028253
Rugosidad (m): 0.000046 Velocidad (m/s): 0.5620790 1.4389222 0.9992515
Velocidad (m/S): 0.999251526 Coef. Friccin: 0.0237332 0.0230664 0.0231859
C-W -6.47504E-05 Prdidas por friccin (m): 0.7168549 2.9222267 2.3609183 6.0000000
f 0.02318586
Maestra en Ingeniera Civil
Recursos hidrulicos y medio ambiente
Estudiante: Edgar O. Ladino M.
Hidrulica de Sistemas a Presin
Tuberas en serie
Velocidad
Colebrook - White Parmetros calculados (Tres Tuberas)
hF1 Inicial
Parmetros constantes Tres Tuberas Tuberia 1 Tubera 2 Tubera 3 Correccin
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