2da práctica calificada_2

5 TUBERAS X1X2X3X1*X2*X3Tub. Pulg. (m)Area (m2)(A5/Ai)^2fPrdida en funcin de (V5^2)1120.30480.0729658770.11111111110.0123456790.014100.33149526030.0173412461260.15240.01824146920.44444444440.19753086420.014133.77532701380.36994658333100.2540.05067074790.160.02560.014100.33149526030.0359588079460.15240.01824146920.44444444440.19753086420.014133.77532701380.3699465833540.10160.0081073197110.014150.49724289052.1069614005SUMA2.9001546212X1X2X3X1*X2*X3Tub.(A5/Ai)^2Prdida en funcin de (V5^2)10.11111111110.0123456797.240.05096839960.00455569420.44444444440.197530864212.02330.05096839960.121048564730.160.025614.35050.05096839960.018724403740.44444444440.197530864210.00340.05096839960.10071255085119.76750.05096839960.497833843SUMA0.7428750562H =60 =2.90015462120.7428750562 =4.0583011452X1X2X3X1*X2*X3Tub. (m)Re/10^5Rugosidad Absol.Del Abaco de Moody f =Prdida en funcin de (V5^2)10.30480.0123456790.4509223495137441.1321189811.37441132120.000150.0004921260.0195951535100.33149526030.024271741420.15240.19753086421.8036893979274882.2642379622.74882264240.000250.00164041990.0231244808133.77532701380.611058762530.2540.02560.6493281832164929.3585427771.64929358540.000120.00047244090.0191220495100.33149526030.049114721740.15240.19753086421.8036893979274882.2642379622.74882264240.0000450.00029527560.0171517189133.77532701380.453229984950.101614.0583011452412323.3963569434.12323396360.000050.0004921260.0178985462150.49724289052.69368186SUMA3.8313570706H =Hallamos el caudal:

60 =3.83135707060.74287505620.0293625536

=3.621733792429.3625535988

K = A + Bm/s/Dm/sQ =Q =m3/sl/s

PRCTICA CALIFICADA

MaterialPrdida de Cargas LocalesPrdida por Cambio de Direccin

1

2

3

4

Tub. Pulg. (m)rea (m2)

1

2

3

4

X1X2X3X1*X2*X3Tub.(A4/Ai)^2

1

2

3

4

Tub. Pulg.Prdida por Cambio de Direccin y Vlvula

1

2

3

4

Tub. Pulg.Prdida de Cargas Locales

1Por Entrada

2Contrac. Cc =

3Ensanchamiento

4Contrac. Cc =

Por Llegada

X1X2X3X1*X2*X3Tub.(A4/Ai)^2K = A + B

1

2

3

4

Confirmando:

Tub. (m)Re/10^5

1

2

3

4

X1X2 X3X1*X2*X3Tub.(A4/Ai)^2

1

2

3

4

Confirmando:

Tub. Pulg. (m)rea (m2)

1

2

3

4