Calculo Dela Lamina de Infiltracionss

8/19/2019 Calculo Dela Lamina de Infiltracionss

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HIDROLOGIA GENERALINFILTRACION

HIDROLOGIA GENERAL

PRUEBA DE INFILTRACION

HoraTiempo (min) Lamina Infltrada (cm) elocidad de infl

Parcial Acumulado Parcial Acumulado Instantanea

9.47 0

9.48 1 1 0.20 0.20 12.09.49 1 2 0.20 0.40 12.0

9.50 1 3 0.25 0.65 15.0

9.51 1 4 0.25 0.90 15.0

9.52 1 5 0.25 1.15 15.0

9.53 1 6 0.30 1.45 18.0

9.54 1 7 0.30 1.75 18.0

9.55 1 8 0.30 2.05 18.0

9.56 1 9 0.40 2.45 24.0

9.57 1 10 0.40 2.85 24.0

9.58 1 11 0.40 3.25 24.09.59 1 12 0.50 3.75 30.0

10.00 1 13 0.50 4.25 30.0

10.01 1 14 0.60 4.85 36.0

10.04 3 17 0.80 5.65 16.0

10.07 3 20 1.00 6.65 20.0

10.10 3 23 1.10 7.75 22.0

10.13 3 26 1.40 9.15 28.0

10.18 5 31 1.50 10.65 18.0

10.23 5 36 2.00 12.65 24.0

10.28 5 41 2.10 14.75 25.210.38 10 51 4.10 18.85 24.6

10.48 10 61 4.20 23.05 25.2

11.03 15 76 6.50 29.55 26.0

11.18 15 91 6.80 36.35 27.2

11.33 15 106 6.70 43.05 26.8

12.03 30 136 15.40 58.45 30.8

n = 26

B = 11!1"

Ao = #$%&"" A = Antilo Ao

A = $1!"&

11!1"

Icum = $1!"& To

$''!r =


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HIDROLOGIA GENERAL

0 20 40 60 80 100 1200.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

*+VA ,- I.ILT+AI0.


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HIDROLOGIA GENERAL

AL*L0 ,- LA *.I0. ,- LA LAI

Lo2 T = 3 tración (cm/hor

Promedio

12.0 1 0.2012.0 1 2 0.40 0.3010 !0.3979

13.0 1 3 0.65 0.4771 !0.1871

13.5 1 4 0.90 0.6021 !0.0458

13.8 1 5 1.15 0.6990 0.0607

14.5 1 6 1.45 0.7782 0.1614

15.0 1 7 1.75 0.8451 0.2430

15.4 1 8 2.05 0.9031 0.3118

16.3 1 9 2.45 0.9542 0.3892

17.1 1 10 2.85 1.0000 0.4548

17.7 1 11 3.25 1.0414 0.511918.8 1 12 3.75 1.0792 0.5740

19.6 1 13 4.25 1.1139 0.6284

20.8 1 14 4.85 1.1461 0.6857

19.9 1 17 5.65 1.2304 0.7520

20.0 1 20 6.65 1.3010 0.8228

20.2 1 23 7.75 1.3617 0.8893

21.1 1 26 9.15 1.4150 0.9614

20.6 1 31 10.65 1.4914 1.0273

21.1 1 36 12.65 1.5563 1.1021

21.6 1 41 14.75 1.6128 1.168822.2 1 51 18.85 1.7076 1.2753

22.7 1 61 23.05 1.7853 1.3627

23.3 1 76 29.55 1.8808 1.4706

24.0 1 91 36.35 1.9590 1.5605

24.4 1 106 43.05 2.0253 1.6340

25.8 1 136 58.45 2.1335 1.7668

26 4umatoria &"$$5 1'1!&!

n = 26

10

6 = $1517

11"15 a =

a = 1&!77

1&!5

$""!&

TiempoAcumulado

(min)To

L8minaInfltrada

Acumulada(cm)Icum

Lo2 Icum = 9

ao =

I =

r =


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HIDROLOGIA GENERAL

140 160


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HIDROLOGIA GENERAL

A I.ILT+AI0. A**LA,A AL*L0 ,-

39

1 12.00!0.11979 0.0906 0.1584 2 12.00

!0.08926 0.2276 0.0350 3 15.00

!0.02755 0.3625 0.0021 4 15.00

0.04243 0.4886 0.0037 5 15.00

0.12557 0.6055 0.0260 6 18.00

0.20539 0.7142 0.0591 7 18.00

0.28154 0.8156 0.0972 8 18.00

0.37136 0.9106 0.1515 9 24.00

0.45484 1.0000 0.2069 10 24.00

0.53307 1.0845 0.2620 11 24.000.61948 1.1646 0.3295 12 30.00

0.69999 1.2409 0.3949 13 30.00

0.78595 1.3136 0.4702 14 36.00

0.92536 1.5140 0.5656 17 16.00

1.07052 1.6927 0.6770 20 20.00

1.21099 1.8543 0.7909 23 22.00

1.36039 2.0021 0.9243 26 28.00

1.53215 2.2242 1.0554 31 18.00

1.71519 2.4221 1.2146 36 24.00

1.88501 2.6011 1.3661 41 25.202.17768 2.9158 1.6264 51 24.60

2.43282 3.1874 1.8569 61 25.20

2.76584 3.5375 2.1625 76 26.00

3.05709 3.8378 2.4352 91 27.20

3.30930 4.1019 2.6699 106 26.80

3.76950 4.5520 3.1215 136 30.80

&1$'"! "5"515 55% 4umatoria

$1517

To

3 9

TiempoAcumulado

(min)To

Velocidadde

Infltración(cm/hora)

I

Antilo "o


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HIDROLOGIA GENERAL

LA *.I0. ,- V-L0I,A, ,- I.ILT+AI0.

Lo2 T = 3 39

0.3010 1.0792 0.32487 0.0906 1.1646

0.4771 1.1761 0.56114 0.2276 1.3832

0.6021 1.1761 0.70808 0.3625 1.3832

0.6990 1.1761 0.82205 0.4886 1.3832

0.7782 1.2553 0.97679 0.6055 1.5757

0.8451 1.2553 1.06083 0.7142 1.5757

0.9031 1.2553 1.13362 0.8156 1.5757

0.9542 1.3802 1.31706 0.9106 1.9050

1.0000 1.3802 1.38021 1.0000 1.9050

1.0414 1.3802 1.43734 1.0845 1.90501.0792 1.4771 1.59408 1.1646 2.1819

1.1139 1.4771 1.64543 1.2409 2.1819

1.1461 1.5563 1.78372 1.3136 2.4221

1.2304 1.2041 1.48161 1.5140 1.4499

1.3010 1.3010 1.69268 1.6927 1.6927

1.3617 1.3424 1.82801 1.8543 1.8021

1.4150 1.4472 2.04769 2.0021 2.0943

1.4914 1.2553 1.87207 2.2242 1.5757

1.5563 1.3802 2.14803 2.4221 1.9050

1.6128 1.4014 2.26016 2.6011 1.96391.7076 1.3909 2.37512 2.9158 1.9347

1.7853 1.4014 2.50196 3.1874 1.9639

1.8808 1.4150 2.66130 3.5375 2.0021

1.9590 1.4346 2.81038 3.8378 2.0580

2.0253 1.4281 2.89241 4.1019 2.0396

2.1335 1.4886 3.17588 4.5520 2.2158

&"$$5 &"'1"5 """'7 "5"515 "%&'!

Lo2 I = 9 3 9


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HIDROLOGIA GENERAL


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Hora

10.00

10.01

10.0210.03

10.04

10.05

10.06

10.07

10.10

10.13

10.16

10.21

10.26

10.3110.41

10.51

11.01

11.21

11.41

12.21

13.21


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Lamina

Inflt (cm)

0.80

0.600.40

0.40

0.30

0.25

0.35

0.90

0.80

0.90

1.50

2.00

1.602.50

2.80

2.40

5.10

4.20

8.00

10.70


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P+*-BA ,- I.ILT+AI

HoraTiempo (min) Lamina Infltrada (cm)

Parcial Acumulado Parcial Acumulado

10.00 010.01 1 1 1.90 1.90

10.02 1 2 1.50 3.40

10.03 1 3 0.90 4.30

10.04 2 5 2.20 6.50

10.05 2 7 2.10 8.60

10.06 2 9 1.80 10.40

10.07 2 11 1.40 11.80

10.10 5 16 4.50 16.30

10.13 5 21 4.00 20.30

10.16 5 26 4.90 25.2010.21 5 31 6.50 31.70

10.26 10 41 8.60 40.30

10.31 10 51 10.50 50.80

10.41 15 66 15.00 65.80

10.51 15 81 16.50 82.30

n = 15

B = $'1%'

Ao = $1&55 A = Antilo Ao

A = 1&5'7

$'1%'

1&5'7 To

$'!'$

Icum =

r =

80

100

120

140

#$%& = 0.5981470974% ' 2.9303353787

R( = 0.9967179438


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0 50 100

0

20

40

60


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0. AL*L0 ,- LA *

Velocidad de infltración (cm/hora)

Instantanea Promedio

114.0 114.0 1 1.90

90.0 102.0 1 2 3.40

54.0 86.0 1 3 4.30

66.0 78.0 1 5 6.50

63.0 73.7 1 7 8.60

54.0 69.3 1 9 10.40

42.0 64.4 1 11 11.80

54.0 61.1 1 16 16.30

48.0 58.0 1 21 20.30

58.8 58.2 1 26 25.2078.0 61.4 1 31 31.70

51.6 59.0 1 41 40.30

63.0 59.8 1 51 50.80

60.0 59.8 1 66 65.80

66.0 61.0 1 81 82.30

14 4umatoria

n =

10

6 = $"1&!

11'&$

a = 177'"5

$7'5

TiempoAcumulado

(min)

To

L8minaInfltrada

Acumulada(cm)

Icum

ao =

r =


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150 200 250


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.I0. ,- LA LAI.A I.ILT+AI0. A**LA,A

Lo2 T = 3 39

0.3010 0.5315 0.15999 0.0906 0.2825

0.4771 0.6335 0.30224 0.2276 0.4013

0.6990 0.8129 0.56820 0.4886 0.6608

0.8451 0.9345 0.78974 0.7142 0.8733

0.9542 1.0170 0.97050 0.9106 1.0344

1.0414 1.0719 1.11625 1.0845 1.1489

1.2041 1.2122 1.45962 1.4499 1.4694

1.3222 1.3075 1.72880 1.7483 1.7095

1.4150 1.4014 1.98294 2.0021 1.96391.4914 1.5011 2.23862 2.2242 2.2532

1.6128 1.6053 2.58901 2.6011 2.5770

1.7076 1.7059 2.91288 2.9158 2.9100

1.8195 1.8182 3.30834 3.3107 3.3059

1.9085 1.9154 3.65551 3.6423 3.6688

15%'!' 1%"5! &%!% &"1$7 "7!'

15

a =

$"1&!

177' To

T I

1 1.1315

2 2.0797881552

3 2.9693571988

4 3.8228181798

5 4.6503968535

6 5.4579177468

7 6.2491314056

10 8.54780405913 10.762659739

16 12.915544707

Lo2 Icum = 9 3 9

Antilo "o

I =


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21 16.399384291

26 19.782635655

31 23.087047571

41 29.512183411

51 35.747254063

61 41.83417602

81 53.66437823101 65.140275161

141 87.316995383

201 119.21237381


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AL*L0 ,- LA *.I0. ,- V-L0I,A, ,- I.ILT+

Lo2 T = 3 39

1 114.00

2 90.00 0.3010 1.9542 0.58829 0.0906

3 54.00 0.4771 1.7324 0.82656 0.2276

5 66.00 0.6990 1.8195 1.27181 0.4886

7 63.00 0.8451 1.7993 1.52062 0.7142

9 54.00 0.9542 1.7324 1.65312 0.9106

11 42.00 1.0414 1.6232 1.69044 1.0845

16 54.00 1.2041 1.7324 2.08601 1.4499

21 48.00 1.3222 1.6812 2.22297 1.7483

26 58.80 1.4150 1.7694 2.50362 2.002131 78.00 1.4914 1.8921 2.82180 2.2242

41 51.60 1.6128 1.7126 2.76213 2.6011

51 63.00 1.7076 1.7993 3.07250 2.9158

66 60.00 1.8195 1.7782 3.23542 3.3107

81 66.00 1.9085 1.8195 3.47257 3.6423

4umatoria 15%'!' "!"5$ '%%' &"1$7

T I

1

2

3

4

5

6

7

1013

16

TiempoAcumulado

(min)

To

Velocidadde

Infltración(cm/hora)

I

Lo2 I = 9 3


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21

26

31

41

51

61

81101

141

201


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I0.

3.8191

3.0012

3.3107

3.2376

3.0012

2.6349

3.0012

2.8266

3.13073.5800

2.9332

3.2376

3.1618

3.3107

""1!55

9


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Calculo Dela Lamina de Infiltracionss

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