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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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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
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
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
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
ʋ= 1
1213.04Kgm3
=8.24∗10−4 m3
Kg ρr=1213.04 Kgm3
1000Kgm3
=1.21304
Sistema CGS:1era Muestra