5. INFILTRACION.xlsx

UNIVERSIDAD NACIONAL DANIEL ALCIDES CARRIONFACULTAD DE INGENIERIA

ESCUELA DE FORMACION PROFESIONAL DE INGENIERIA CIVIL

ALTURA TIEMPO (min) LÁMINA INFILTRADA (cm)10 0 0

9 5.03 18 11.25 17 17.52 16 24.52 15 32.24 14 41.24 13 50.13 12 59.28 11 69.33 10 79.86 1

Volumen adicionado Tiempo Tiempo AcumuladoLog del T. Acumulado

(min) (min)0 0 0

113.097 5.03 5.03 0.702113.097 6.22 11.25 1.051113.097 6.27 17.52 1.244113.097 7 24.52 1.390113.097 7.72 32.24 1.508113.097 9 41.24 1.615113.097 8.89 50.13 1.700113.097 9.15 59.28 1.773113.097 10.05 69.33 1.841113.097 10.53 79.86 1.902

cm3

0.600 0.800 1.000 1.200 1.400 1.600 1.800 2.0000.000

0.200

0.400

0.600

0.800

1.000

1.200

f(x) = 0.832237083230683 x − 0.569554817627478R² = 0.998859677655028

Log del Tiempo Acumulado (Log t)

Log

de la

Lám

ina

infil

trad

a Ac

umul

ada

(Log

F)

La fórmula para la ecuación lineal es:

Pendiente :

Intercepto :

La fórmula de Kostiakov es:

Entonces con los datos obtenidos formulamos la ecuación:

0.600 0.800 1.000 1.200 1.400 1.600 1.800 2.0000.000

0.200

0.400

0.600

0.800

1.000

1.200

f(x) = 0.832237083230683 x − 0.569554817627478R² = 0.998859677655028


Log

de la

Lám

ina

infil

trad

a Ac

umul

ada

(Log

F)

𝐿𝑜𝑔𝐹=𝐿𝑜𝑔𝐴+𝐵 𝐿𝑜𝑔𝑡

𝑓=𝐴𝑡^𝐵𝑓 :𝑉𝑒𝑙𝑜𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛𝐴 𝑦 𝐵 :𝐶𝑜𝑒𝑓𝑖𝑐𝑖𝑒𝑛𝑡𝑒𝑠 𝑑𝑒 𝐴𝑗𝑢𝑠𝑡𝑒𝑡 :𝑇𝑖𝑒𝑚𝑝𝑜 𝑡𝑟𝑎𝑛𝑠𝑐𝑢𝑟𝑟𝑖𝑑𝑜 𝑑𝑒𝑠𝑑𝑒 𝑒𝑙 𝑖𝑛𝑖𝑐𝑖𝑜 𝑑𝑒 𝑙𝑎 𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛

𝑓=0.2694𝑡^0.8322



LÁMINA INFILTRADA (cm) TIEMPO (min) Diámetro del infiltrómetro : 120 0

1 5.03 Área del infiltrómetro : 113.0971 6.221 6.271 71 7.721 91 8.891 9.151 10.051 10.53

Log del T. AcumuladoLámina infiltrada Lám. infil. acumulada

Log Lám. infil. Acum.cm (cm)

0.000 0.0000.702 1.000 1.000 0.0001.051 1.000 2.000 0.3011.244 1.000 3.000 0.4771.390 1.000 4.000 0.6021.508 1.000 5.000 0.6991.615 1.000 6.000 0.7781.700 1.000 7.000 0.8451.773 1.000 8.000 0.9031.841 1.000 9.000 0.9541.902 1.000 10.000 1.000

0.600 0.800 1.000 1.200 1.400 1.600 1.800 2.0000.000

0.200

0.400

0.600

0.800

1.000

1.200

f(x) = 0.832237083230683 x − 0.569554817627478R² = 0.998859677655028


Log

de la

Lám

ina

infil

trad

a Ac

umul

ada

(Log

F)

B = 0.8322

Log A = -0.5696 A = 0.2694


0.600 0.800 1.000 1.200 1.400 1.600 1.800 2.0000.000

0.200

0.400

0.600

0.800

1.000

1.200

f(x) = 0.832237083230683 x − 0.569554817627478R² = 0.998859677655028


Log

de la

Lám

ina

infil

trad

a Ac

umul

ada

(Log

F)

𝐿𝑜𝑔𝐹=𝐿𝑜𝑔𝐴+𝐵 𝐿𝑜𝑔𝑡

𝑓=𝐴𝑡^𝐵𝑓 :𝑉𝑒𝑙𝑜𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛𝐴 𝑦 𝐵 :𝐶𝑜𝑒𝑓𝑖𝑐𝑖𝑒𝑛𝑡𝑒𝑠 𝑑𝑒 𝐴𝑗𝑢𝑠𝑡𝑒𝑡 :𝑇𝑖𝑒𝑚𝑝𝑜 𝑡𝑟𝑎𝑛𝑠𝑐𝑢𝑟𝑟𝑖𝑑𝑜 𝑑𝑒𝑠𝑑𝑒 𝑒𝑙 𝑖𝑛𝑖𝑐𝑖𝑜 𝑑𝑒 𝑙𝑎 𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛

𝑓=0.2694𝑡^0.8322



cm

cm2



ALTURA TIEMPO (min) LÁMINA INFILTRADA (cm)10 0 0

9 5.03 18 11.25 17 17.52 16 24.52 15 32.24 14 41.24 13 50.13 12 59.28 11 69.33 10 79.86 1

Volumen adicionado Tiempo Tiempo Acumulado Lámina infiltrada

(min) (min) cm0 0 0 0.000

113.097 5.03 5.03 1.000113.097 6.22 11.25 1.000113.097 6.27 17.52 1.000113.097 7 24.52 1.000113.097 7.72 32.24 1.000113.097 9 41.24 1.000113.097 8.89 50.13 1.000113.097 9.15 59.28 1.000113.097 10.05 69.33 1.000113.097 10.53 79.86 1.000

Para fc (mm/hr) = 1

cm3

0 10 20 30 40 50 60 70 80 901.7000

1.7500

1.8000

1.8500

1.9000

1.9500

2.0000

2.0500

2.1000

f(x) = − 0.00400083113729083 x + 2.03707247556971R² = 0.917319614287704

Tiempo (min)

Log

(f-fc

)


Pendiente :

Intercepto :

La fórmula de Horton es:

𝐿𝑜𝑔(𝑓−𝑓𝑐 )=𝐿𝑜𝑔(𝑓𝑜−𝑓𝑐 )−𝑘𝐿𝑜𝑔𝑒 𝑡

𝑓=𝑓𝑐+(𝑓𝑜−𝑓𝑐 ) 𝑒^(−𝑘𝑡)𝑓 :𝑉𝑒𝑙𝑜𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛𝑓_(𝑐 ):𝐶𝑎𝑝𝑎𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛 𝑓𝑖𝑛𝑎𝑙

𝑡 :𝑇𝑖𝑒𝑚𝑝𝑜 𝑡𝑟𝑎𝑛𝑠𝑐𝑢𝑟𝑟𝑖𝑑𝑜 𝑑𝑒𝑠𝑑𝑒 𝑒𝑙 𝑖𝑛𝑖𝑐𝑖𝑜 𝑑𝑒 𝑙𝑎 𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛

0 10 20 30 40 50 60 70 80 901.7000

1.7500

1.8000

1.8500

1.9000

1.9500

2.0000

2.0500

2.1000

f(x) = − 0.00400083113729083 x + 2.03707247556971R² = 0.917319614287704

Tiempo (min)

Log

(f-fc

)

𝑓_(𝑜 ):𝐶𝑎𝑝𝑎𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛 𝑖𝑛𝑖𝑐𝑖𝑎𝑙𝑘_ :𝑃𝑎𝑟𝑎𝑚𝑒𝑡𝑟𝑜 𝑑𝑒 𝑑𝑒𝑐𝑟𝑒𝑐𝑖𝑚𝑖𝑒𝑛𝑡𝑜


𝑡 :𝑇𝑖𝑒𝑚𝑝𝑜 𝑡𝑟𝑎𝑛𝑠𝑐𝑢𝑟𝑟𝑖𝑑𝑜 𝑑𝑒𝑠𝑑𝑒 𝑒𝑙 𝑖𝑛𝑖𝑐𝑖𝑜 𝑑𝑒 𝑙𝑎 𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛𝑓=1+(108.918)𝑒^(−0.0092𝑡)



LÁMINA INFILTRADA (cm) TIEMPO (min) Diámetro del infiltrómetro : 120 0

1 5.03 Área del infiltrómetro : 113.0971 6.221 6.271 71 7.721 91 8.891 9.151 10.051 10.53

Lámina infiltrada Tiempo f f f - fc Log(f-fc)

cm (hr) (cm/hr) (mm/hr) (mm/hr)0.000 0 0.000 0.000 01.000 0.0838 11.928 119.284 118.2843 2.07291.000 0.1037 9.646 96.463 95.4630 1.97981.000 0.1045 9.569 95.694 94.6938 1.97631.000 0.1167 8.571 85.714 84.7143 1.92801.000 0.1287 7.772 77.720 76.7202 1.88491.000 0.1500 6.667 66.667 65.6667 1.81731.000 0.1482 6.749 67.492 66.4916 1.82281.000 0.1525 6.557 65.574 64.5738 1.81011.000 0.1675 5.970 59.701 58.7015 1.76861.000 0.1755 5.698 56.980 55.9801 1.7480

0 10 20 30 40 50 60 70 80 901.7000

1.7500

1.8000

1.8500

1.9000

1.9500

2.0000

2.0500

2.1000

f(x) = − 0.00400083113729083 x + 2.03707247556971R² = 0.917319614287704

Tiempo (min)

Log

(f-fc

)

kLoge = 0.004 k = 0.0092

Log(fo-fc) = 2.0371 fo-fc = 108.9181

𝐿𝑜𝑔(𝑓−𝑓𝑐 )=𝐿𝑜𝑔(𝑓𝑜−𝑓𝑐 )−𝑘𝐿𝑜𝑔𝑒 𝑡

𝑓=𝑓𝑐+(𝑓𝑜−𝑓𝑐 ) 𝑒^(−𝑘𝑡)𝑓 :𝑉𝑒𝑙𝑜𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛𝑓_(𝑐 ):𝐶𝑎𝑝𝑎𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛 𝑓𝑖𝑛𝑎𝑙

𝑡 :𝑇𝑖𝑒𝑚𝑝𝑜 𝑡𝑟𝑎𝑛𝑠𝑐𝑢𝑟𝑟𝑖𝑑𝑜 𝑑𝑒𝑠𝑑𝑒 𝑒𝑙 𝑖𝑛𝑖𝑐𝑖𝑜 𝑑𝑒 𝑙𝑎 𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛

0 10 20 30 40 50 60 70 80 901.7000

1.7500

1.8000

1.8500

1.9000

1.9500

2.0000

2.0500

2.1000

f(x) = − 0.00400083113729083 x + 2.03707247556971R² = 0.917319614287704

Tiempo (min)

Log

(f-fc

)

𝑓_(𝑜 ):𝐶𝑎𝑝𝑎𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛 𝑖𝑛𝑖𝑐𝑖𝑎𝑙𝑘_ :𝑃𝑎𝑟𝑎𝑚𝑒𝑡𝑟𝑜 𝑑𝑒 𝑑𝑒𝑐𝑟𝑒𝑐𝑖𝑚𝑖𝑒𝑛𝑡𝑜


𝑡 :𝑇𝑖𝑒𝑚𝑝𝑜 𝑡𝑟𝑎𝑛𝑠𝑐𝑢𝑟𝑟𝑖𝑑𝑜 𝑑𝑒𝑠𝑑𝑒 𝑒𝑙 𝑖𝑛𝑖𝑐𝑖𝑜 𝑑𝑒 𝑙𝑎 𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛𝑓=1+(108.918)𝑒^(−0.0092𝑡)



cm

cm2



ALTURA TIEMPO (min)10 0

9 5.038 11.257 17.526 24.525 32.244 41.243 50.132 59.281 69.330 79.86

Volumen adicionado Tiempo Tiempo Acumulado(min) (min)

0 0 0113.097 5.03 5.03113.097 6.22 11.25113.097 6.27 17.52113.097 7 24.52113.097 7.72 32.24113.097 9 41.24113.097 8.89 50.13113.097 9.15 59.28113.097 10.05 69.33113.097 10.53 79.86

cm3

0.0000 0.2000 0.4000 0.6000 0.8000 1.0000 1.20000.0000

2.0000

4.0000

6.0000

8.0000

10.0000

12.0000

14.0000

f(x) = 6.6342587435252 x + 5.96973807361539R² = 0.851771633569694

Inverso de la Lámina infiltrada Acumulada (1/F)

Velo

cidad

de

infil

trac

ión

f (c

m/h

r)


Pendiente :

Intercepto :

La fórmula de Green-Ampt es:

La ecuación de Green y Ampt puede ser reescrita:

𝑓 :𝑉𝑒𝑙𝑜𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛𝐾𝑠 :𝐶𝑜𝑛𝑑𝑢𝑐𝑡𝑖𝑣𝑖𝑑𝑎𝑑 ℎ𝑖𝑑𝑟á𝑢𝑙𝑖𝑐𝑎 𝑎 𝑠𝑎𝑡𝑢𝑟𝑎𝑐𝑖ó𝑛𝑀 :𝐷é𝑓𝑖𝑐𝑖𝑡 𝑑𝑒 ℎ𝑢𝑚𝑒𝑑𝑎𝑑 𝑖𝑛𝑖𝑐𝑖𝑎𝑙

0.0000 0.2000 0.4000 0.6000 0.8000 1.0000 1.20000.0000

2.0000

4.0000

6.0000

8.0000

10.0000

12.0000

14.0000

f(x) = 6.6342587435252 x + 5.96973807361539R² = 0.851771633569694

Inverso de la Lámina infiltrada Acumulada (1/F)Ve

locid

ad d

e in

filtr

ació

n f

(cm

/hr)



LÁMINA INFILTRADA (cm)TIEMPO (min) Diámetro del infiltrómetro :

0 0

1 5.03 Área del infiltrómetro : 1 6.221 6.271 71 7.721 91 8.891 9.151 10.051 10.53

Lámina infiltrada Lám. infil. acumulada Inv. Lám. Infil. Acum.cm (cm) (1/cm)

0.000 0.0001.000 1.000 1.00001.000 2.000 0.50001.000 3.000 0.33331.000 4.000 0.25001.000 5.000 0.20001.000 6.000 0.16671.000 7.000 0.14291.000 8.000 0.12501.000 9.000 0.11111.000 10.000 0.1000

0.0000 0.2000 0.4000 0.6000 0.8000 1.0000 1.20000.0000

2.0000

4.0000

6.0000

8.0000

10.0000

12.0000

14.0000

f(x) = 6.6342587435252 x + 5.96973807361539R² = 0.851771633569694


Velo

cidad

de

infil

trac

ión

f (c

m/h

r)


Pendiente : Ks * Sf = 6.6343

Intercepto : Ks = 5.9697 Sf = 1.1113

La ecuación de Green y Ampt puede ser reescrita:

𝑓=𝐾𝑠(𝑆_𝑓/𝐹)+𝐾𝑠

𝑓 :𝑉𝑒𝑙𝑜𝑐𝑖𝑑𝑎𝑑 𝑑𝑒 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑐𝑖ó𝑛𝐾𝑠 :𝐶𝑜𝑛𝑑𝑢𝑐𝑡𝑖𝑣𝑖𝑑𝑎𝑑 ℎ𝑖𝑑𝑟á𝑢𝑙𝑖𝑐𝑎 𝑎 𝑠𝑎𝑡𝑢𝑟𝑎𝑐𝑖ó𝑛𝑀 :𝐷é𝑓𝑖𝑐𝑖𝑡 𝑑𝑒 ℎ𝑢𝑚𝑒𝑑𝑎𝑑 𝑖𝑛𝑖𝑐𝑖𝑎𝑙

0.0000 0.2000 0.4000 0.6000 0.8000 1.0000 1.20000.0000

2.0000

4.0000

6.0000

8.0000

10.0000

12.0000

14.0000

f(x) = 6.6342587435252 x + 5.96973807361539R² = 0.851771633569694


Velo

cidad

de

infil

trac

ión

f (c

m/h

r)

𝑓=𝐾𝑠[1+(𝑀. 𝐻_𝑓)/𝐹]

𝐻_𝑓=ℎ_𝑜+𝑆 ℎ_(𝑜 ):𝑇𝑖𝑟𝑎𝑛𝑡𝑒 𝑑𝑒 𝑎𝑔𝑢𝑎 𝑒𝑛𝑐ℎ𝑎𝑟𝑐𝑎𝑑𝑎 𝑠𝑜𝑏𝑟𝑒 𝑙𝑎 𝑠𝑢𝑝𝑒𝑟𝑓𝑖𝑐𝑖𝑒𝑆 :𝑃𝑜𝑡𝑒𝑛𝑐𝑖𝑎𝑙 𝑑𝑒𝑙 𝑓𝑟𝑒𝑛𝑡𝑒 𝑑𝑒 ℎ𝑢𝑚𝑒𝑑𝑒𝑐𝑖𝑚𝑖𝑒𝑛𝑡𝑜

𝐹 :𝐿á𝑚𝑖𝑛𝑎 𝑖𝑛𝑓𝑖𝑙𝑡𝑟𝑎𝑑𝑎


𝑓=𝐾𝑠[(𝑆_𝑓+𝐹)/𝐹] 𝑆_𝑓 :𝐹𝑎𝑐𝑡𝑜𝑟 𝑑𝑒 𝑠𝑢𝑐𝑐𝑖ó𝑛−𝑎𝑙𝑚𝑎𝑐𝑒𝑛𝑎𝑚𝑖𝑒𝑛𝑡𝑜 𝑆_𝑓=𝑀 . 𝐻_𝑓

𝑓=5.9697[(1.1113+𝐹)/𝐹]



Diámetro del infiltrómetro : 12 cm

Área del infiltrómetro : 113.097

Tiempo fhr (cm/hr)

0.0838 11.92840.1037 9.64630.1045 9.56940.1167 8.57140.1287 7.77200.1500 6.66670.1482 6.74920.1525 6.55740.1675 5.97010.1755 5.6980

cm2

0.0000 0.2000 0.4000 0.6000 0.8000 1.0000 1.20000.0000

2.0000

4.0000

6.0000

8.0000

10.0000

12.0000

14.0000

f(x) = 6.6342587435252 x + 5.96973807361539R² = 0.851771633569694


Velo

cidad

de

infil

trac

ión

f (c

m/h

r)

0.0000 0.2000 0.4000 0.6000 0.8000 1.0000 1.20000.0000

2.0000

4.0000

6.0000

8.0000

10.0000

12.0000

14.0000

f(x) = 6.6342587435252 x + 5.96973807361539R² = 0.851771633569694


Velo

cidad

de

infil

trac

ión

f (c

m/h

r)

ℎ_(𝑜 ):𝑇𝑖𝑟𝑎𝑛𝑡𝑒 𝑑𝑒 𝑎𝑔𝑢𝑎 𝑒𝑛𝑐ℎ𝑎𝑟𝑐𝑎𝑑𝑎 𝑠𝑜𝑏𝑟𝑒 𝑙𝑎 𝑠𝑢𝑝𝑒𝑟𝑓𝑖𝑐𝑖𝑒𝑆 :𝑃𝑜𝑡𝑒𝑛𝑐𝑖𝑎𝑙 𝑑𝑒𝑙 𝑓𝑟𝑒𝑛𝑡𝑒 𝑑𝑒 ℎ𝑢𝑚𝑒𝑑𝑒𝑐𝑖𝑚𝑖𝑒𝑛𝑡𝑜



DATOS DE INGRESO:TEXTURA DE SUELO: MIGAJON ARCILLOSOSIMBOLO VALOR UNIDAD

22 cm/h

0.464

0.84

S1 = 0.16Ks = 0.23 cm/hG = 53.3 cmF = 0.55238095

CALCULOS PREVIOS

B = 20.0204952380952 cm

DETERMINACION DE LA LAMINA INFILTRADA PARA EL ENCHARCAMIENTO

F = 0.210406958542879 cm

DETERMINACION DEL TIEMPO DE ENCHARCAMIENTO

t1 = 0.00479062830291807 h

Ec.de Newton-Raphson

0.00100798153

PROCESO ITERATIVO MÉTODO DE NEWTON-RAPHSONtiempo(t1+rt)h

fo fo' F (cm)

0.01

1.25 0.15618649766 0.26316012908 0.65649634801

0.3044260726977 0.0147906283029 0.30442607269770.65649634801 0.03629114461 0.14025826674 0.39775120983

0.39775120983 0.00706550153 0.08552670889 0.31513957161

0.31513957161 0.00072747469 0.06790262421 0.3044260727

0.002

0.5 0.02492151283 0.10723964911 0.26760915353

0.1359037690377 0.0167906283029 0.44032984173530.26760915353 0.00574170108 0.05772964126 0.16815069596

ip =Q = cm3/cm3

Smáx =

F = q/Smax

CALCULO DE LA LAMINA INFILFRADA EN CADA INTERACCIÓN (DESPUES DEL TIEMPO DE ENCHARCAMIENTO) MEDIANTE EL PROCESO ITERATIVO

DE NEWTON-RAPHSON

1o aproximac. = finicial (F=Ks*t)

Diferencial del tiempo Dt =

Infiltración Acumulada (cm)

finicial ffinal

=

p

KsF

i1

1LnB

=

B

1

1-1B1

11

F

e

FKs

t

tKs

e

F

f

F

o

=B

1-1B-

Ksefo

F

=B

11

' 'fo

foff inicialfinal =

1máx SSGB F=

0.0020.16815069596 0.00106160862 0.03636414306 0.13895686574

0.1359037690377 0.0167906283029 0.4403298417353

0.13895686574 9.1814547E-05 0.03007259717 0.13590376904

0.0004

0.25 0.00635836342 0.05395460094 0.13215345289

0.0607672212742 0.0171906283029 0.50109706300950.13215345289 0.00149220998 0.02860507891 0.07998754274

0.07998754274 0.00029379933 0.01733613559 0.06304032099

0.06304032099 3.1070665E-05 0.01366885259 0.06076722127

PROCESO ITERATIVO MÉTODO DE NEWTON-RAPHSONtiempo(t1+rt)h

fo fo' F (cm)

0.00008

0.1 0.00100403816 0.0216627228 0.0536513407

0.0271565863277 0.0172706283029 0.52825364933720.0536513407 0.00023227747 0.0116357936 0.03368901766

0.03368901766 4.3168735E-05 0.00731004777 0.02778362052

0.02778362052 3.7807326E-06 0.00602954778 0.02715658633

0.000016

0.05 0.0002552351 0.01084488673 0.02646493605

0.012148750623 0.0172866283029 0.54040239996020.02646493605 6.0018222E-05 0.00574355852 0.0160152781

0.0160152781 1.1843288E-05 0.00347662626 0.01260873179

0.01260873179 1.2591339E-06 0.00273735972 0.01214875062

0.0000032

0.02 4.0219292E-05 0.0043412051 0.0107354545

0.0054303521407 0.0172898283029 0.54583275210090.0107354545 9.3121113E-06 0.00233077965 0.00674017706

0.00674017706 1.7324334E-06 0.00146350907 0.00555642397

0.00555642397 1.5210742E-07 0.00120651389 0.00543035214

0.00000064

0.009 8.1540169E-06 0.00195407898 0.00482718151

0.0024285068295 0.0172904683029 0.54826125893040.00482718151 1.8899952E-06 0.00104818632 0.0030240715

0.0030240715 3.5295506E-07 0.00065668405 0.00248659071

0.00248659071 3.1363907E-08 0.00053997612 0.00242850683

0.000000128

0.004 1.6092344E-06 0.00086858799 0.00214729839

0.0010860317872 0.0172905963029 0.54934729071760.00214729839 3.7265277E-07 0.00046630098 0.00134813049

0.00134813049 6.9342893E-08 0.00029276188 0.00111127283

0.00111127283 6.0913443E-09 0.00024132697 0.00108603179

0.0000000256

0.001 8.2982566E-08 0.00021716327 0.00061787937

0.0004855546962 0.0172906219029 0.54983284541380.00061787937 1.5854371E-08 0.00013418198 0.00049972363

0.00049972363 1.5158773E-09 0.00010852297 0.00048575537

0.00048575537 2.1168902E-11 0.00010548958 0.0004855547

0.00000000512

0.0008 6.4373082E-08 0.00017373148 0.00042946795

0.000217204748 0.0172906270229 0.55005005016180.00042946795 1.4907454E-08 9.3265993E-05 0.0002696299

0.0002696299 2.7740748E-09 5.8554779E-05 0.00022225419

0.00022225419 2.4371806E-10 4.8266383E-05 0.00021720475

0.000000001024

0.0003 8.7485408E-09 6.5150119E-05 0.00016571719

9.7114591022E-05 0.0172906280469 0.55014716475280.00016571719 1.9579514E-09 3.5988437E-05 0.00011131218

0.00011131218 3.2139815E-10 2.4173454E-05 9.8016682E-05

9.8016682E-05 1.9202008E-11 2.1286103E-05 9.7114591E-05

2.048E-10

0.0001 8.8103742E-10 2.1716815E-05 5.9430634E-05

4.3428445198E-05 0.0172906282517 0.5501905931985.9430634E-05 1.7872967E-10 1.2906454E-05 4.5582549E-05

4.5582549E-05 2.0801328E-11 9.8990912E-06 4.3481212E-05

4.3481212E-05 4.9825952E-13 9.4427476E-06 4.3428445E-05

4.096E-11

0.000075 5.6982886E-10 1.6287621E-05 4.0014606E-05

1.9429630664E-05 0.0172906282927 0.55021002282874.0014606E-05 1.3289356E-10 8.6899109E-06 2.4721749E-05

2.4721749E-05 2.5412045E-11 5.3687866E-06 1.9988455E-05

1.9988455E-05 2.4257818E-12 4.3408645E-06 1.9429631E-05

8.192E-12

0.000035 1.2481445E-10 7.6008976E-06 1.8578986E-05

8.6921685497E-06 0.0172906283009 0.55021871499731.8578986E-05 2.9298678E-11 4.0347721E-06 1.1317441E-05

1.1317441E-05 5.7209891E-12 2.4577931E-06 8.9897474E-06

8.9897474E-06 5.8096059E-13 1.9522912E-06 8.6921685E-06

1.6384E-12

0.00001509 2.3082136E-11 3.2770743E-06 8.0464808E-06

3.8779229442E-06 0.0172906283025 0.55022259292028.0464808E-06 5.4009082E-12 1.7474434E-06 4.9557322E-06

4.9557322E-06 1.0208098E-12 1.0762297E-06 4.0072267E-06

4.0072267E-06 1.1252586E-13 8.702441E-07 3.8779229E-06

3.2768E-13

0.00000674962 4.6179654E-12 1.4658059E-06 3.5991582E-06

1.7541842216E-06 0.0172906283028 0.55022434710443.5991582E-06 1.0873028E-12 7.8162442E-07 2.2080773E-06

2.2080773E-06 2.1018016E-13 4.7952524E-07 1.7697685E-06

1.7697685E-06 5.9896312E-15 3.8433829E-07 1.7541842E-06

F 0.2457982744068

Diferencial del tiempo Dt =

Infiltración Acumulada (cm)

finicial ffinal

5. INFILTRACION.xlsx

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Transcript of 5. INFILTRACION.xlsx