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PESO RETENIDO EN LAS MALL

MALLA

3" 0.00 0.00 0.00 0.00 0.002" 0.00 0.00 0.00 0.00 0.00

1 1/2" 0.00 0.00 203.50 61.00 0.001" 277.80 355.00 402.40 506.00 182.00

3/4" 198.40 397.00 323.60 401.10 347.003/8" 437.70 913.00 646.80 953.00 1070.00

#4 289.00 769.00 611.00 660.00 912.00#8 294.20 563.00 594.40 488.00 683.00#10 85.30 110.00 124.90 95.00 138.50#16 267.60 288.00 319.30 288.00 352.00#20 173.70 159.60 174.20 161.00 186.00#30 185.90 158.00 170.60 171.00 183.20#40 149.50 126.50 132.00 120.00 130.00#50 98.30 103.30 134.80 110.00 131.40#100 108.30 103.30 206.10 109.00 178.60#200 25.70 10.00 77.90 14.60 48.10Pasa 5.20 1.00 20.60 0.00 0.00

so inicia Seco!$ 2658.00 4090.00 4190.00 4190.00 4578.00

c % 01!Maen I&'(ie)o$

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io$c % 03!Maen Deec+o$

!Maen

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7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

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2615.00 4060.00 4150.00 4148.00 4542.00Peso )es,(es )e

a-a)o !$

7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

3/14

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00

0.00 0.00 118.20 0.00

60.50 257.70 528.00 456.00

10.20 549.00 342.30 432.70

3.60 1532.00 1011.00 853.00

558.00 1004.90 719.50 687.00463.00 437.10 577.00 538.00

104.50 60.90 185.70 113.00

266.00 142.00 239.80 292.70

155.30 79.80 177.70 166.80

176.00 95.40 192.60 172.40

155.80 90.70 146.20 125.80

174.00 125.80 144.40 130.30

221.80 243.90 176.10 184.00

29.50 101.00 43.50 77.10

1.50 27.20 6.90 1.00

2478.00 4786.00 4654.00 4252.00

!MaenDeec+o$

!Maen

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7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

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2405.00 4764.00 4614.00 4235.00

7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

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GRANULOMETRIA DEL RIO SECO - TRAMO INTERMEDIO

Poeco Modelamiento del rio seco mediante el uso del software HEC!"# 4.1.

Ensao "n$lisis %ranulometrico &or tami'ado

ec+a )e M(eseo 10(3(2015

M(esea)o ,o )ru&o 2

Peso Inicia )e a M(esa Seca 2658 %r icacin

Peso )e a M(esa Des,7es )e La-a)o 2615 %r Maen

Pe)i)a ,o La-a)o 43 %r M(esa

Tai&Reeni)o

9 :; Pasa! < $ ! 9 $

3* 76.200 0.0 0.00 100.00

2* 50.800 0.0 0.00 100.00

1 1(2* 38.100 0.0 0.00 100.00

1* 25.400 277.8 10.62 89.38

3(4* 19.050 198.4 7.59 81.79

3(8* 9.525 437.7 16.74 65.05

+4 4.750 289.0 11.05 54.00

+8 2.360 294.2 11.25 42.75

+10 2.000 85.3 3.26 39.49

+16 1.180 267.6 10.23 29.25+20 0.850 173.7 6.64 22.61

+30 0.600 185.9 7.11 15.50

+40 0.425 149.5 5.72 9.79

+50 0.300 98.3 3.76 6.03

+100 0.150 108.3 4.14 1.89

+200 0.075 25.7 0.98 0.90

on)o 5.2 0.20 0.70

Toa Reeni)o 2596.6 99.30

Poeco Modelamiento del rio seco mediante el uso del software HEC!"# 4.1.

Ensao "n$lisis %ranulometrico &or tami'adoec+a )e M(eseo 10(3(2015

M(esea)o ,o )ru&o 2

Peso Inicia )e a M(esa Seca 4090 %r icacin

Peso )e a M(esa Des,7es )e La-a)o 4060 %r Maen

Pe)i)a ,o La-a)o 30 %r M(esa

Tai&Reeni)o

9 :; Pasa! < $ ! 9 $

3* 76.200 0.0 0.00 100.00

2* 50.800 0.0 0.00 100.00

1 1(2* 38.100 0.0 0.00 100.00

1* 25.400 355.0 8.74 91.26

3(4* 19.050 397.0 9.78 81.48

3(8* 9.525 913.0 22.49 58.99

+4 4.750 769.0 18.94 40.05

+8 2.360 563.0 13.87 26.18

+10 2.000 110.0 2.71 23.47

+16 1.180 288.0 7.09 16.38

+20 0.850 159.6 3.93 12.45

+30 0.600 158.0 3.89 8.56

Ae(a!$

Ae(a!$

1

0

10

20

30

40

50

60

70

80

90

100

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20

30

40

50

60

70

80

90

100

*

9 :; Pasa

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+40 0.425 126.5 3.12 5.44

+50 0.300 103.3 2.54 2.90

+100 0.150 103.3 2.54 0.35

+200 0.075 10.0 0.25 0.11

on)o 1.0 0.02 0.08

Toa Reeni)o 4056.7 99.92

Poeco Modelamiento del rio seco mediante el uso del software HEC!"# 4.1.

Ensao "n$lisis %ranulometrico &or tami'ado

ec+a )e M(eseo 10(3(2015

M(esea)o ,o )ru&o 2Peso Inicia )e a M(esa Seca 4190 %r icacin

Peso )e a M(esa Des,7es )e La-a)o 4150 %r Maen

Pe)i)a ,o La-a)o 40 %r M(esa

Tai&Reeni)o

9 :; Pasa! < $ ! 9 $

3* 76.200 0.0 0.00 100.00

2* 50.800 0.0 0.00 100.00

1 1(2* 38.100 203.5 4.90 95.10

1* 25.400 402.4 9.70 85.40

3(4* 19.050 323.6 7.80 77.60

3(8* 9.525 646.8 15.59 62.02+4 4.750 611.0 14.72 47.29

+8 2.360 594.4 14.32 32.97

+10 2.000 124.9 3.01 29.96

+16 1.180 319.3 7.69 22.27

+20 0.850 174.2 4.20 18.07

+30 0.600 170.6 4.11 13.96

+40 0.425 132.0 3.18 10.78

+50 0.300 134.8 3.25 7.53

+100 0.150 206.1 4.97 2.56

+200 0.075 77.9 1.88 0.69

on)o 20.6 0.50 0.19Toa Reeni)o 4142.1 99.81

Poeco Modelamiento del rio seco mediante el uso del software HEC!"# 4.1.

Ensao "n$lisis %ranulometrico &or tami'ado

ec+a )e M(eseo 10(3(2015

M(esea)o ,o )ru&o 2

Peso Inicia )e a M(esa Seca 4190 %r icacin

Peso )e a M(esa Des,7es )e La-a)o 4148 %r Maen

Pe)i)a ,o La-a)o 42 %r M(esa

Tai&Reeni)o

9 :; Pasa! < $ ! 9 $

3* 76.200 0.0 0.00 100.00

2* 50.800 0.0 0.00 100.00

1 1(2* 38.100 61.0 1.47 98.53

1* 25.400 506.0 12.20 86.33

3(4* 19.050 401.1 9.67 76.66

3(8* 9.525 953.0 22.97 53.69

+4 4.750 660.0 15.91 37.77

+8 2.360 488.0 11.76 26.01

Ae(a!$

Ae(a!$

1

0

10

1

0

10

20

30

40

50

6070

80

90

100

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60

70

80

90

100

*

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+10 2.000 95.0 2.29 23.72

+16 1.180 288.0 6.94 16.78

+20 0.850 161.0 3.88 12.90

+30 0.600 171.0 4.12 8.77

+40 0.425 120.0 2.89 5.88

+50 0.300 110.0 2.65 3.23

+100 0.150 109.0 2.63 0.60

+200 0.075 14.6 0.35 0.25

on)o 0.0 0.00 0.25

Toa Reeni)o 4137.7 99.75

Poeco Modelamiento del rio seco mediante el uso del software HEC!"# 4.1.

Ensao "n$lisis %ranulometrico &or tami'ado

ec+a )e M(eseo 10(3(2015

M(esea)o ,o )ru&o 2

Peso Inicia )e a M(esa Seca 4578 %r icacin

Peso )e a M(esa Des,7es )e La-a)o 4542 %r Maen

Pe)i)a ,o La-a)o 36 %r M(esa

Tai&Reeni)o

9 :; Pasa! < $ ! 9 $

3* 76.200 0.0 0.00 100.00

2* 50.800 0.0 0.00 100.001 1(2* 38.100 0.0 0.00 100.00

1* 25.400 182.0 4.01 95.99

3(4* 19.050 347.0 7.64 88.35

3(8* 9.525 1070.0 23.56 64.80

+4 4.750 912.0 20.08 44.72

+8 2.360 683.0 15.04 29.68

+10 2.000 138.5 3.05 26.63

+16 1.180 352.0 7.75 18.88

+20 0.850 186.0 4.10 14.78

+30 0.600 183.2 4.03 10.75

+40 0.425 130.0 2.86 7.89+50 0.300 131.4 2.89 5.00

+100 0.150 178.6 3.93 1.06

+200 0.075 48.1 1.06 0.00

on)o 0.0 0.00 0.00

Toa Reeni)o 4541.8 100.00

Poeco Modelamiento del rio seco mediante el uso del software HEC!"# 4.1.

Ensao "n$lisis %ranulometrico &or tami'ado

ec+a )e M(eseo 10(3(2015

M(esea)o ,o )ru&o 2

Peso Inicia )e a M(esa Seca 2478 %r icacin

Peso )e a M(esa Des,7es )e La-a)o 2405 %r Maen

Pe)i)a ,o La-a)o 73 %r M(esa

Tai&Reeni)o

9 :; Pasa! < $ ! 9 $

3* 76.200 0.0 0.00 100.00

2* 50.800 0.0 0.00 100.00

1 1(2* 38.100 0.0 0.00 100.00

1* 25.400 60.5 2.52 97.48

Ae(a!$

Ae(a!$

1

0

10

20

30

409 :; Pasa

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20

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40

50

60

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100

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90

100

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7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

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3(4* 19.050 10.2 0.42 97.06

3(8* 9.525 3.6 0.15 96.91

+4 4.750 558.0 23.20 73.71

+8 2.360 463.0 19.25 54.46

+10 2.000 104.5 4.35 50.11

+16 1.180 266.0 11.06 39.05

+20 0.850 155.3 6.46 32.59

+30 0.600 176.0 7.32 25.28

+40 0.425 155.8 6.48 18.80

+50 0.300 174.0 7.23 11.56

+100 0.150 221.8 9.22 2.34

+200 0.075 29.5 1.23 1.11

on)o 1.5 0.06 1.05

Toa Reeni)o 2379.7 98.95

Poeco Modelamiento del rio seco mediante el uso del software HEC!"# 4.1.

Ensao "n$lisis %ranulometrico &or tami'ado

ec+a )e M(eseo 10(3(2015

M(esea)o ,o )ru&o 2

Peso Inicia )e a M(esa Seca 4786 %r icacin

Peso )e a M(esa Des,7es )e La-a)o 4764 %r Maen

Pe)i)a ,o La-a)o 22 %r M(esa

Tai&Reeni)o

9 :; Pasa! < $ ! 9 $

3* 76.200 0.0 0.00 100.00

2* 50.800 0.0 0.00 100.00

1 1(2* 38.100 0.0 0.00 100.00

1* 25.400 257.7 5.41 94.59

3(4* 19.050 549.0 11.52 83.07

3(8* 9.525 1532.0 32.16 50.91

+4 4.750 1004.9 21.09 29.82

+8 2.360 437.1 9.18 20.64

+10 2.000 60.9 1.28 19.36+16 1.180 142.0 2.98 16.38

+20 0.850 79.8 1.68 14.71

+30 0.600 95.4 2.00 12.70

+40 0.425 90.7 1.90 10.80

+50 0.300 125.8 2.64 8.16

+100 0.150 243.9 5.12 3.04

+200 0.075 101.0 2.12 0.92

on)o 27.2 0.57 0.35

Toa Reeni)o 4747.4 99.65

Poeco Modelamiento del rio seco mediante el uso del software HEC!"# 4.1.

Ensao "n$lisis %ranulometrico &or tami'ado

ec+a )e M(eseo 10(3(2015

M(esea)o ,o )ru&o 2

Peso Inicia )e a M(esa Seca 4654 %r icacin

Peso )e a M(esa Des,7es )e La-a)o 4614 %r Maen

Pe)i)a ,o La-a)o 40 %r M(esa

Tai&Reeni)o

9 :; Pasa! < $ ! 9 $

Ae(a!$

Ae(a!$

1

0

10

20

30

40

50

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70

80

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10

20

30

40

50

60

70

80

90

100

*

9 :; Pasa

7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

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3* 76.200 0.0 0.00 100.00

2* 50.800 0.0 0.00 100.00

1 1(2* 38.100 118.2 2.56 97.44

1* 25.400 528.0 11.44 85.99

3(4* 19.050 342.3 7.42 78.58

3(8* 9.525 1011.0 21.91 56.66

+4 4.750 719.5 15.59 41.07

+8 2.360 577.0 12.51 28.57

+10 2.000 185.7 4.02 24.54

+16 1.180 239.8 5.20 19.34

+20 0.850 177.7 3.85 15.49

+30 0.600 192.6 4.17 11.32

+40 0.425 146.2 3.17 8.15

+50 0.300 144.4 3.13 5.02

+100 0.150 176.1 3.82 1.20

+200 0.075 43.5 0.94 0.26

on)o 6.9 0.15 0.11

Toa Reeni)o 4608.9 99.89

Poeco Modelamiento del rio seco mediante el uso del software HEC!"# 4.1.

Ensao "n$lisis %ranulometrico &or tami'ado

ec+a )e M(eseo 10(3(2015

M(esea)o ,o )ru&o 2

Peso Inicia )e a M(esa Seca 4252 %r icacin

Peso )e a M(esa Des,7es )e La-a)o 4235 %r Maen

Pe)i)a ,o La-a)o 17 %r M(esa

Tai&Reeni)o

9 :; Pasa! < $ ! 9 $

3* 76.200 0.0 0.00 100.00

2* 50.800 0.0 0.00 100.001 1(2* 38.100 0.0 0.00 100.00

1* 25.400 456.0 10.77 89.23

3(4* 19.050 432.7 10.22 79.02

3(8* 9.525 853.0 20.14 58.87

+4 4.750 687.0 16.22 42.65

+8 2.360 538.0 12.70 29.95

+10 2.000 113.0 2.67 27.28

+16 1.180 292.7 6.91 20.37

+20 0.850 166.8 3.94 16.43

+30 0.600 172.4 4.07 12.36

+40 0.425 125.8 2.97 9.39

+50 0.300 130.3 3.08 6.31

+100 0.150 184.0 4.34 1.97

+200 0.075 77.1 1.82 0.15

on)o 1.0 0.02 0.12

Toa Reeni)o 4229.8 99.88

Ae(a!$

1

0

10

20

30

40

50

60

70

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7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

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0

,arte media D60 ? 6.80 *( ? 14.783

-'uierdo D30 ? 1.20 *c ? 0.460

C 01 D10 ? 0.46 TIPO #,

0

,arte media D60 ? 10.00 *( ? 14.286

Cauce D30 ? 2.90 *c ? 1.201

C 02 D10 ? 0.70 TIPO )/

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R=A >RANLOMETRI*A *%01

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R=A >RANLOMETRI*A *%02

7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

11/14

0

,arte media D60 ? 8.90 *( ? 21.190

ereco D30 ? 2.00 *c ? 1.070

C 03 D10 ? 0.42 TIPO )/

0

,arte media D60 ? 10.20 *( ? 14.571

-'uierdo D30 ? 3.00 *c ? 1.261

C 04 D10 ? 0.70 TIPO )/

0.010.101.0010.000.00

Diaeo )e as ,aic(as !$

0.010.101.0010.000.00

R=A >RANLOMETRI*A *%03

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7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

12/14

7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

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0

,arte media D60 ? 10.30 *( ? 25.750

-'uierdo D30 ? 5.00 *c ? 6.068

C 07 D10 ? 0.40 TIPO )/

0

,arte media D60 ? 10.10 *( ? 17.119

Cauce D30 ? 2.80 *c ? 1.316

C 08 D10 ? 0.59 TIPO )/

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Diaeo )e as ,aic(as !$

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R=A >RANLOMETRI*A *%0.

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7/25/2019 Analisis Granulometrico Rio Seco - Parte Media

14/14

0

,arte media D60 ? 10.00 *( ? 20.000

ereco D30 ? 2.50 *c ? 1.250

C 09 D10 ? 0.50 TIPO )/

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