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Mecanica de los fluidos

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informe sobre vicisidad absoluta y cinematica y calculos practicos de propiedades de los fluidos y conversiones a otros sistemas

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Page 1: Mecanica de los fluidos

1era Muestra:V=21mL

W cilindrovacio=0.136KgF

W cilindro lleno=0.160KgF

V 1=0.021 Lts ×1m3

1∗103 Lts=2.1∗10−5m3

Ϫ1=0.024 KgF

2.1∗10−5m3=1142.86 K gF

m3 ρ=1142.86

KgF

m3

9.81mS2

=116.51 Kgm3

ʋ= 1

116.51Kgm3

=0.00858 m3

Kg ρr=116.51

Kg

m3

1000Kgm3

=0.1165

2da Muestra: V=50mL

W=195.5grF=0.01955KgF W M 2=0.0595KgF V 2=¿0.050 Lts×

1m3

1∗103Lts=5∗10−5m3¿

Ϫ2=0.0595KgF

5∗10−5m3=1190 KgF

m3 ρ=1190 KgFm3

9.81mS2

=121.305 Kgm3

ʋ= 1

121.305Kgm3

=0.00824 m3

Kg ρr=121.305 Kgm31000

Kgm3

=0.121305

Page 2: Mecanica de los fluidos

3era Muestra: V=100mL W=258.1grF=0.02581KgF W M 3=0.1221KgF V 3=0.1Lts ×

1m3

1∗103 Lts=1∗10−4m3

Ϫ3=0.1221KgF

1∗10−4m3=1221 KgF

m3 ρ=1221 KgFm3

9.81mS2

=124.465 Kgm3

ʋ= 1

124.465kgm3

=0.00803 m3

Kg ρr=124.465 kgm31000

Kgm3

=0.124465

USC:1era MuestraW M 1=0.024KgF×

2.2046 LbF1KgF

=0.05291 LbF V 1=21mL=0.021 Lts×

1 pie3

28.3168 L=7.416∗10−4 pie3

Ϫ1=0.05291Lbf

7.416∗10−4 pie3=71.344851 LbF

pie3 ρ=71.34485 lbfpie332.2pieS2

=2.21 SlugPie3

ʋ= 1

2.21slugpie3

=0.452 Pie3

Slug ρr=2.21 Slugpie3

1.94Slugpie3

=1.14 2da Muestra

Page 3: Mecanica de los fluidos

W M 2=0.0595KgF×1lbF

0.4536KgF=0.1312LbF

V 2=50mL=0.050 Lts ×1 pie3

28.3168 Lts=1.76∗10−3 pie3

Ϫ2=0.1312Lbf

1.76∗10−3 pie3=74.54 LbF

Pie3 ρ=74.54 LbFPie3

32.2pieS2

=2.315 Slugpie3

ʋ= 1

2.315Slugpie3

=0.432 pie3

Slug ρr=2.315 Slugpie3

1.94Slugpie3

=1.19

3era Muestra W M 3=0.1221KgF×

1 LbF0.4536KgF

=0.27 LbF V 3=100mL=0.1 Lts×

1 pie3

28.3168Lts=3.53∗10−3 pie3

Ϫ3=0.27LbF

3.53∗10−3 pie3=76.49 LbF

Pie3 ρ=76.49 LbFPie3

32.2pieS2

=2.37 Slugpie3

ʋ= 1

2.37Slugpie3

=0.422 pie3

Slug ρr=2.37 Slugpie3

1.94Slugpie3

=1.22

Sistema Internacional (S.I)1era MuestraW M 1=0.024KgF×

9.81N1KgF

=0.23544N V 1=0.021 Lts×

1m3

1∗103 lts=2.1∗10−5m3

Page 4: Mecanica de los fluidos

Ϫ1=0.23544N

2.1∗10−5m3=11211.42 N

m3 ρ=11211.42N

m3

9.81mS2

=1142.85 Kgm3

ʋ= 1

1142.85Kgm3

=0.000875 m3

Kg ρr=1142.85 Kgm31000

Kgm3

=1.142

2da MuestraW M 2=0.0595KgF×

9.81N1KgF

=0.58N V 2=0.050Lts ×

1m3

1∗103 lts=5∗10−5m3

Ϫ2=0.58N

5∗10−5m3=11600 N

m3 ρ=11600N

m3

9.81mS2

=1182.466 Kgm3

ʋ= 1

1182.466Kgm3

=8.45∗10−4 m3

Kg ρr=1182.466 Kgm31000

Kgm3

=1.182466

3era MuestraW M 3=0.1221KgF×

9.81N1KgF

=1.19N V 3=0.1Lts×

1m3

1∗103 lts=1∗10−4m3

Ϫ3=1.19N

1∗10−4m3=11900 N

m3 ρ=11900 Nm39.81mS2

=1213.04 Kgm3

Page 5: Mecanica de los fluidos

ʋ= 1

1213.04Kgm3

=8.24∗10−4 m3

Kg ρr=1213.04 Kgm3

1000Kgm3

=1.21304

Sistema CGS:1era Muestra