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Transcript of Paper Diametro
DIAMETRO DE SEDIMENTOS PARA LA CURVA 1
DATOS EXTRAIDOS DE UNA CURVA GRANULOMETRICA
PESO TOTAL 5.425 Kg. MUESTRA N° 1
FECHA 01/06/2015
(gramos) (%)
3" 76.1 0 5425 100
2" 50.8 0 5425 100
1 1/2 " 38.1 516 5425 100
1" 25.4 896 4909 90.49079755
3/4" 19.1 827 4013 73.97020158
3/8" 9.51 1056 3186 58.72042068
N° 4 4.76 342 2130 39.26380368
N° 10 2.00 428 1788 32.95354952
N° 20 0.84 290 1360 25.06573181
N° 40 0.42 414 1070 19.71954426
N° 60 0.25 247 656 12.09465381
N° 100 0.15 242 409 7.537248028
N° 200 0.074 162 166 3.067484663
5
PARA UN D = 3" = 76.1mm FROUDE DEL SEDIMENTO FROUDE DEL CARBON
1300 Kg/m3 1554 Kg/m3
1000 Kg/m3 1000 Kg/m3
D= 0.0761 m D= 0.04120903 m
g= 9.81 m/seg2 g= 9.81 m/seg2
d= 0.5 m d= 0.5 m
ρ = 1000 Kg/m3 ρ = 1000 Kg/m3
S = 1% S = 1%
T° = 20° v= 1.00E-06 m/seg2 v= 1.00E-06 m/seg2
Fr* = 2.148 DIFERNECIA 0.00 Fr* = 2.149
Fr* = 2.148
Re* = 16786.898 Re* = 9090.30044
0.06 < Fr* = 2.148 OK CUMPLE.
MINIMO
400 < Re*= 16786.89793 OK CUMPLE.
MINIMO
PARA UN D = 2" =50.8mm FROUDE DEL SEDIMENTO FROUDE DEL CARBON
1300 Kg/m3 1554 Kg/m3
1000 Kg/m3 1000 Kg/m3
D= 0.0508 m D= 0.02750879 m
g= 9.81 m/seg2 g= 9.81 m/seg2
d= 0.5 m d= 0.5 m
ρ = 1000 Kg/m3 ρ = 1000 Kg/m3
S = 1% S = 1%
T° = 20° v= 0.000001004 m/seg2 v= 1.004E-06 m/seg2
Fr* = 3.219 DIFERNECIA 0.00 Fr* = 3.21853138
Fr* = 3.219
Re* = 11205.971 Re* = 6068.16376
0.06 < Fr* = 3.219 OK CUMPLE.
MINIMO
400 < Re*= 11205.971 OK CUMPLE.
MINIMO
ANALISIS GRANULOMÉTRICO POR TAMIZADO
TAMIZABERTURA DEL TAMIZ
(mm)
PESO RETENIDO
SOBRE EL TAMIZ
(gramos)
PESO QUE PASA POR EL TAMIZ
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
PARA UN D = 1 1/2 " = 38.1mm FROUDE DEL SEDIMENTO FROUDE DEL CARBON
1300 Kg/m3 1554 Kg/m3
1000 Kg/m3 1000 Kg/m3
D= 0.0381 m D= 0.02063159 m
g= 9.81 m/seg2 g= 9.81 m/seg2
d= 0.5 m d= 0.5 m
ρ = 1000 Kg/m3 ρ = 1000 Kg/m3
S = 1% S = 1%
T° = 20° v= 0.000001004 m/seg2 v= 1.004E-06 m/seg2
Fr* = 4.291 DIFERNECIA 0.00 Fr* = 4.291
Fr* = 4.291
Re* = 8404.478 Re* = 4551.12282
0.06 < Fr* = 4.29E+00 OK CUMPLE.
MINIMO
400 < Re*= 8404.478 OK CUMPLE.
PARA UN D = 1" = 25.4mm FROUDE DEL SEDIMENTO FROUDE DEL CARBON
1300 Kg/m3 1554 Kg/m3
1000 Kg/m3 1000 Kg/m3
D= 0.0254 m D= 0.0137544 m
g= 9.81 m/seg2 g= 9.81 m/seg2
d= 0.5 m d= 0.5 m
ρ = 1000 Kg/m3 ρ = 1000 Kg/m3
S = 1% S = 1%
T° = 20° v= 0.000001004 m/seg2 v= 1.004E-06 m/seg2
Fr* = 6.44E+00 DIFERNECIA 0.00 Fr* = 6.44E+00
Fr* = 6.44
Re* = 5602.986 Re* = 3034.08188
0.06 < Fr* = 6.4370 OK CUMPLE.
MINIMO
400 < Re*= 5602.9856 OK CUMPLE.
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
PARA UN D = 3/4 " = 19.1mm FROUDE DEL SEDIMENTO FROUDE DEL CARBON
1300 Kg/m3 1554 Kg/m3
1000 Kg/m3 1000 Kg/m3
D= 0.0191 m D= 0.01034287 m
g= 9.81 m/seg2 g= 9.81 m/seg2
d= 0.5 m d= 0.5 m
ρ = 1000 Kg/m3 ρ = 1000 Kg/m3
S = 1% S = 1%
T° = 20° v= 0.000001004 m/seg2 v= 1.004E-06 m/seg2
Fr* = 8.56E+00 DIFERNECIA 0.00 Fr* = 8.56E+00
Fr* = 8.56
Re* = 4213.269 Re* = 2281.53401
0.06 < Fr* = 8.6E+00 OK CUMPLE.
MINIMO
400 < Re*= 4.2E+03 OK CUMPLE.
PARA UN D = 3/8 " = 9.51mm FROUDE DEL SEDIMENTO FROUDE DEL CARBON
1300 Kg/m3 1554 Kg/m3
1000 Kg/m3 1000 Kg/m3
D= 0.00951 m D= 0.00514978 m
g= 9.81 m/seg2 g= 9.81 m/seg2
d= 0.5 m d= 0.5 m
ρ = 1000 Kg/m3 ρ = 1000 Kg/m3
S = 1% S = 1%
T° = 20° v= 0.000001004 m/seg2 v= 1.004E-06 m/seg2
Fr* = 17.192 DIFERNECIA 0.00 Fr* = 17.193
Fr* = 17.192
Re* = 2097.811 Re* = 1135.98887
0.06 < Fr* = 1.72E+01 OK CUMPLE.
MINIMO
400 < Re*= 2097.811 OK CUMPLE.
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
PARA UN D = N° 4 =4.76mm FROUDE DEL SEDIMENTO FROUDE DEL CARBON
1300 Kg/m3 1554 Kg/m3
1000 Kg/m3 1000 Kg/m3
D= 0.00476 m D= 0.0025776 m
g= 9.81 m/seg2 g= 9.81 m/seg2
d= 0.5 m d= 0.5 m
ρ = 1000 Kg/m3 ρ = 1000 Kg/m3
S = 1% S = 1%
T° = 20° v= 0.000001004 m/seg2 v= 1.004E-06 m/seg2
Fr* = 34.349 DIFERNECIA 0.00 Fr* = 34.349
Fr* = 34.349
Re* = 1050.008 Re* = 568.591695
0.06 < Fr* = 34.3487 OK CUMPLE.
MINIMO
400 < Re*= 1050.0083 OK CUMPLE.
PARA UN D = N° 10 = 2mm FROUDE DEL SEDIMENTO FROUDE DEL CARBON
1300 Kg/m3 1554 Kg/m3
1000 Kg/m3 1000 Kg/m3
D= 0.002 m D= 0.00108302 m
g= 9.81 m/seg2 g= 9.81 m/seg2
d= 0.5 m d= 0.5 m
ρ = 1000 Kg/m3 ρ = 1000 Kg/m3
S = 1% S = 1%
T° = 20° v= 0.000001004 m/seg2 v= 1.004E-06 m/seg2
Fr* = 81.75 DIFERNECIA 0.00 Fr* = 81.75
Fr* = 81.75
Re* = 441.180 Re* = 238.904074
0.06 < Fr* = 81.7500 OK CUMPLE.
MINIMO
400 < Re*= 441.1800 OK CUMPLE.
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
PARA UN D = N° 20 = 0.84mm FROUDE DEL SEDIMENTO FROUDE DEL CARBON
1300 Kg/m3 1554 Kg/m3
1000 Kg/m3 1000 Kg/m3
D= 0.00084 m D= 0.00045487 m
g= 9.81 m/seg2 g= 9.81 m/seg2
d= 0.5 m d= 0.5 m
ρ = 1000 Kg/m3 ρ = 1000 Kg/m3
S = 1% S = 1%
T° = 20° v= 0.000001004 m/seg2 v= 1.004E-06 m/seg2
Fr* = 194.643 DIFERNECIA 0.00 Fr* = 194.643
Fr* = 194.643
Re* = 185.296 Re* = 100.340572
0.06 < Fr* = 194.6429 OK CUMPLE.
MINIMO
400 < Re*= 185.2956 NO CUMPLE-RECALCULAR
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =
𝐹𝑟∗ = 𝑔𝑑𝑆ρ
𝛾𝑆 − 𝛾 𝐷
𝛾𝑠 =
𝛾 =