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