infiltraciÓn

ECUACIÓN DE SMITH-PARLANGE

Estación: SAN IGNACIO Tipo:Latitud: Longitud:

suelo arenoso limoso

DATOS DE INGRESO:

TEXTURA DE SUELO: ARENOSO LIMOSO

SIMBOLO VALOR UNIDAD

22 cm/h

Q = 0.501

0.97

S1 = 0.03

Ks = 0.68 cm/h

G = 48.5 cm

F = 0.5164948 F = q/Smax

CALCULOS PREVIOS

B = 23.547 cm

DETERMINACION DE LA LAMINA INFILTRADA PARA EL ENCHARCAMIENTO

F = 0.73930172 cm

DETERMINACION DEL TIEMPO DE ENCHARCAMIENTO

t1 = 0.0168905548310969 h

Convencional - Meteorologica

5° 8' 43'' 78° 59' 49''

ip =

cm3/cm3

Smáx =

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

DE NEWTON-RAPHSON

p

KsF

i1

1LnB

B

1

1-1B1

11

F

e

FKs

t

1máx SSGB

0.0124872

PROCESO ITERATIVO MÉTODO DE NEWTON-RAPHSON

fo fo' F (cm)

0.1

1.5 -0.031208469 0.090758518 1.843862696

1.8124795341.843862696 0.003447614 0.110762068 1.812736395

1.812736395 2.79865E-05 0.108963353 1.812479552

1.812479552 1.899137E-09 0.108948501 1.812479534

0.02

0.6 -0.00885328 0.036998597 0.839286916

0.8048580730.839286916 0.001737113 0.051493098 0.805552053

0.805552053 3.430873E-05 0.04945856 0.804858367

0.804858367 1.451079E-08 0.049416694 0.804858073

0.004

0.3 -0.001201498 0.018617142 0.364537196

0.3588135360.364537196 0.000128297 0.022591228 0.358858125

0.358858125 9.916869E-07 0.022241958 0.358813539

0.358813539 6.08372E-11 0.022239216 0.358813536


fo fo' F (cm)

0.0008

0.12 -0.000351099 0.007475332 0.166967683

0.1602413280.166967683 6.848927E-05 0.010390799 0.160376346

0.160376346 1.347184E-06 0.009982 0.160241384

0.160241384 5.645134E-10 0.009973628 0.160241328

0.00016

0.06 -4.76795E-05 0.003742428 0.072740247

0.0716171990.072740247 5.054724E-06 0.004535859 0.071625855

0.071625855 3.865889E-08 0.004466474 0.071617199

0.071617199 2.318151E-12 0.004465935 0.071617199

0.000032

0.024 -1.40196E-05 0.001498116 0.033358126

0.0320192130.033358126 2.731516E-06 0.00208185 0.032046064

0.032046064 5.368097E-08 0.002000021 0.032019224

0.032019224 2.245121E-11 0.001998347 0.032019213

0.0000064

0.0108 -2.75828E-06 0.000674341 0.014890334

0.0143176340.014890334 5.221789E-07 0.000929656 0.014328643

0.014328643 9.845574E-09 0.000894599 0.014317638

0.014317638 3.7829E-12 0.000893912 0.014317634

0.00000128

0.00432 -6.97271E-07 0.000269773 0.006904654

0.0064026820.006904654 2.085621E-07 0.000431155 0.006420926

0.006420926 7.30467E-09 0.000400953 0.006402708

0.006402708 1.03575E-11 0.000399816 0.006402682

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

Diferencial del tiempo Dt =

finicial ffinal


finicial ffinal

tKs

e

F

f

F

o

B

1-1B-

Ksefo

F

B

11

'

0.000000256

0.00108 -2.19578E-07 6.744801E-05 0.004335512

0.0028633120.004335512 3.309209E-07 0.000270742 0.003113238

0.003113238 4.664327E-08 0.000194419 0.002873327

0.002873327 1.797077E-09 0.000179438 0.002863312

0.0000000512

0.000864 -2.78897E-08 5.395866E-05 0.001380872

0.001280490.001380872 8.342053E-09 8.623747E-05 0.001284138

0.001284138 2.92178E-10 8.019649E-05 0.001280495

0.001280495 4.154364E-13 7.996897E-05 0.00128049

0.00000001024

0.000324 -6.96196E-09 2.023473E-05 0.00066806

0.000572650.00066806 3.696462E-09 4.172197E-05 0.000579463

0.000579463 2.451078E-10 3.618891E-05 0.00057269

0.00057269 1.432026E-12 3.576592E-05 0.00057265

0.000000002048

0.000108 -1.68378E-09 6.744941E-06 0.000357635

0.0002560970.000357635 1.945967E-09 2.233533E-05 0.00027051

0.00027051 2.370218E-10 1.689416E-05 0.00025648

0.00025648 6.147273E-12 1.601796E-05 0.000256097

4.096E-10

0.000081 -2.04722E-10 5.058708E-06 0.000121469

0.000114530.000121469 5.11422E-11 7.58613E-06 0.000114728

0.000114728 1.415386E-12 7.1651E-06 0.00011453

0.00011453 -8.13839E-17 7.152763E-06 0.00011453

8.192E-11

0.0000378 -3.73053E-11 2.360733E-06 5.36024E-05

5.122085E-055.36024E-05 7.798651E-12 3.347643E-06 5.127281E-05

5.127281E-05 1.709983E-13 3.202153E-06 5.121941E-05

5.121941E-05 -4.60344E-15 3.198817E-06 5.122085E-05

1.6384E-11

0.0000163 -8.08766E-12 1.017988E-06 2.424475E-05

2.290839E-052.424475E-05 1.973094E-12 1.514164E-06 2.294166E-05

2.294166E-05 4.805787E-14 1.432781E-06 2.290812E-05

2.290812E-05 -3.94017E-16 1.430687E-06 2.290839E-05

3.2768E-12

7.2908E-06 -1.61496E-12 4.553344E-07 1.083756E-05

1.02488E-051.083756E-05 3.903619E-13 6.768414E-07 1.026082E-05

1.026082E-05 6.42422E-15 6.408221E-07 1.02508E-05

1.02508E-05 1.282204E-15 6.40196E-07 1.02488E-05

F 1.453441

ECUACIÓN DE SMITH-PARLANGE ECUACIÓN DE SMITH-PARLANGE

Estación: CHIRINOS Tipo:Latitud: Longitud:

suelo arcilloso

DATOS DE INGRESO:

TEXTURA DE SUELO: ARCILLOSO


22 cm/h

0.475

0.81

S1 = 0.19

Ks = 0.06 cm/h

G = 89 cm

F = 0.5864198

CALCULOS PREVIOS

B = 32.3586419753086


F = 0.0883714


t1 = 0.00200980281623298

5° 18' 17''

ip =

Q = cm3/cm3

Smáx =

F = q/Smax


DE NEWTON-RAPHSON

p

KsF

i1

1LnB

B

1

1-1B1

11

F

e

FKs

t

1máx SSGB

Ec.de Newton-Raphson

0.0001776


fo

0.116890555 1.812479534 0.1

1.5 -0.031208469

1.843862696 0.003447614

1.812736395 2.79865E-05

1.812479552 1.899137E-09

0.136890555 2.617337607 0.02

0.6 -0.00885328

0.839286916 0.001737113

0.805552053 3.430873E-05

0.804858367 1.451079E-08

0.140890555 2.976151144 0.004

0.3 -0.001201498

0.364537196 0.000128297

0.358858125 9.916869E-07

0.358813539 6.08372E-11


fo

0.141690555 3.136392472 0.0008

0.12 -0.000351099

0.166967683 6.848927E-05

0.160376346 1.347184E-06

0.160241384 5.645134E-10

0.141850555 3.20800967 0.00016

0.06 -4.76795E-05

0.072740247 5.054724E-06

0.071625855 3.865889E-08

0.071617199 2.318151E-12

0.141882555 3.240028883 0.000032

0.024 -1.40196E-05

0.033358126 2.731516E-06

0.032046064 5.368097E-08

0.032019224 2.245121E-11

0.141888955 3.254346517 0.0000064

0.0108 -2.75828E-06

0.014890334 5.221789E-07

0.014328643 9.845574E-09

0.014317638 3.7829E-12

0.141890235 3.260749198 0.00000128

0.00432 -6.97271E-07

0.006904654 2.085621E-07

0.006420926 7.30467E-09

0.006402708 1.03575E-11


tiempo(t1+rt)h

Infiltración Acumulada

(cm)


finicial

tiempo(t1+rt)h


(cm)


finicial

'fo

foff inicialfinal

tKs

e

F

f

F

o

B

1-1B-

0.141890491 3.26361251 0.000000256

0.00108 -2.19578E-07

0.004335512 3.309209E-07

0.003113238 4.664327E-08

0.002873327 1.797077E-09

0.141890542 3.264893 0.0000000512

0.000864 -2.78897E-08

0.001380872 8.342053E-09

0.001284138 2.92178E-10

0.001280495 4.154364E-13

0.141890552 3.26546565 0.00000001024

0.000324 -6.96196E-09

0.00066806 3.696462E-09

0.000579463 2.451078E-10

0.00057269 1.432026E-12

0.141890554 3.265721747 0.000000002048

0.000108 -1.68378E-09

0.000357635 1.945967E-09

0.00027051 2.370218E-10

0.00025648 6.147273E-12

0.141890555 3.265836277 4.096E-10

0.000081 -2.04722E-10

0.000121469 5.11422E-11

0.000114728 1.415386E-12

0.00011453 -8.13839E-17

0.141890555 3.265887498 8.192E-11

0.0000378 -3.73053E-11

5.36024E-05 7.798651E-12

5.127281E-05 1.709983E-13

5.121941E-05 -4.60344E-15

0.141890555 3.265910406 1.6384E-11

0.0000163 -8.08766E-12

2.424475E-05 1.973094E-12

2.294166E-05 4.805787E-14

2.290812E-05 -3.94017E-16

0.141890555 3.265920655 3.2768E-12

7.2908E-06 -1.61496E-12

1.083756E-05 3.903619E-13

1.026082E-05 6.42422E-15

1.02508E-05 1.282204E-15


ARCILLOSO

cm


cm


0.00200980281623298 h


78° 54' 53''


DE NEWTON-RAPHSON



fo' F (cm)

0.090758518 1.843862696

1.812479534 0.102009803 1.8124795340.110762068 1.812736395

0.108963353 1.812479552

0.108948501 1.812479534

0.036998597 0.839286916

0.804858073 0.122009803 2.6173376070.051493098 0.805552053

0.04945856 0.804858367

0.049416694 0.804858073

0.018617142 0.364537196

0.358813536 0.126009803 2.9761511440.022591228 0.358858125

0.022241958 0.358813539

0.022239216 0.358813536


fo' F (cm)

0.007475332 0.166967683

0.160241328 0.126809803 3.1363924720.010390799 0.160376346

0.009982 0.160241384

0.009973628 0.160241328

0.003742428 0.072740247

0.071617199 0.126969803 3.208009670.004535859 0.071625855

0.004466474 0.071617199

0.004465935 0.071617199

0.001498116 0.033358126

0.032019213 0.127001803 3.2400288830.00208185 0.032046064

0.002000021 0.032019224

0.001998347 0.032019213

0.000674341 0.014890334

0.014317634 0.127008203 3.2543465170.000929656 0.014328643

0.000894599 0.014317638

0.000893912 0.014317634

0.000269773 0.006904654

0.006402682 0.127009483 3.2607491980.000431155 0.006420926

0.000400953 0.006402708

0.000399816 0.006402682

tiempo(t1+rt)h


(cm)ffinal

tiempo(t1+rt)h


(cm)ffinal

Ksefo

F

B

11

' 'fo

foff inicialfinal

6.744801E-05 0.004335512

0.002863312 0.127009739 3.263612510.000270742 0.003113238

0.000194419 0.002873327

0.000179438 0.002863312

5.395866E-05 0.001380872

0.00128049 0.12700979 3.2648938.623747E-05 0.001284138

8.019649E-05 0.001280495

7.996897E-05 0.00128049

2.023473E-05 0.00066806

0.00057265 0.1270098 3.265465654.172197E-05 0.000579463

3.618891E-05 0.00057269

3.576592E-05 0.00057265

6.744941E-06 0.000357635

0.000256097 0.127009802 3.2657217472.233533E-05 0.00027051

1.689416E-05 0.00025648

1.601796E-05 0.000256097

5.058708E-06 0.000121469

0.00011453 0.127009803 3.2658362777.58613E-06 0.000114728

7.1651E-06 0.00011453

7.152763E-06 0.00011453

2.360733E-06 5.36024E-05

5.122085E-05 0.127009803 3.2658874983.347643E-06 5.127281E-05

3.202153E-06 5.121941E-05

3.198817E-06 5.122085E-05

1.017988E-06 2.424475E-05

2.290839E-05 0.127009803 3.2659104061.514164E-06 2.294166E-05

1.432781E-06 2.290812E-05

1.430687E-06 2.290839E-05

4.553344E-07 1.083756E-05

1.02488E-05 0.127009803 3.2659206556.768414E-07 1.026082E-05

6.408221E-07 1.02508E-05

6.40196E-07 1.02488E-05

F 1.453441


Estación: SHMBA ALTA Tipo:Latitud: 5° 28' 01'' Longitud:

suelo arenoso arcilloso

DATOS DE INGRESO:

TEXTURA DE SUELO: ARENOSO ARCILLOSO


22 cm/h

0.43

0.75

S1 = 0.25

Ks = 0.12 cm/h

G = 76.8 cm

F = 0.5733333

CALCULOS PREVIOS

B = 22.016 cm


F = 0.12041598 cm


t1 = 0.00273952570625918 h


78° 47' 01''

ip =

Q = cm3/cm3

Smáx =

F = q/Smax


DE NEWTON-RAPHSON

p

KsF

i1

1LnB

B

1

1-1B1

11

F

e

FKs

t

1máx SSGB

0.0003299


fo fo' F (cm)

0.1

1.5 -0.031208469 0.090758518 1.843862696

1.8124795341.843862696 0.003447614 0.110762068 1.812736395

1.812736395 2.79865E-05 0.108963353 1.812479552

1.812479552 1.899137E-09 0.108948501 1.812479534

0.02

0.6 -0.00885328 0.036998597 0.839286916

0.8048580730.839286916 0.001737113 0.051493098 0.805552053

0.805552053 3.430873E-05 0.04945856 0.804858367

0.804858367 1.451079E-08 0.049416694 0.804858073

0.004

0.3 -0.001201498 0.018617142 0.364537196

0.3588135360.364537196 0.000128297 0.022591228 0.358858125

0.358858125 9.916869E-07 0.022241958 0.358813539

0.358813539 6.08372E-11 0.022239216 0.358813536


fo fo' F (cm)

0.0008

0.12 -0.000351099 0.007475332 0.166967683

0.1602413280.166967683 6.848927E-05 0.010390799 0.160376346

0.160376346 1.347184E-06 0.009982 0.160241384

0.160241384 5.645134E-10 0.009973628 0.160241328

0.00016

0.06 -4.76795E-05 0.003742428 0.072740247

0.0716171990.072740247 5.054724E-06 0.004535859 0.071625855

0.071625855 3.865889E-08 0.004466474 0.071617199

0.071617199 2.318151E-12 0.004465935 0.071617199

0.000032

0.024 -1.40196E-05 0.001498116 0.033358126

0.0320192130.033358126 2.731516E-06 0.00208185 0.032046064

0.032046064 5.368097E-08 0.002000021 0.032019224

0.032019224 2.245121E-11 0.001998347 0.032019213

0.0000064

0.0108 -2.75828E-06 0.000674341 0.014890334

0.0143176340.014890334 5.221789E-07 0.000929656 0.014328643

0.014328643 9.845574E-09 0.000894599 0.014317638

0.014317638 3.7829E-12 0.000893912 0.014317634

0.00000128

0.00432 -6.97271E-07 0.000269773 0.006904654

0.0064026820.006904654 2.085621E-07 0.000431155 0.006420926

0.006420926 7.30467E-09 0.000400953 0.006402708

0.006402708 1.03575E-11 0.000399816 0.006402682



finicial ffinal


finicial ffinal

tKs

e

F

f

F

o

B

1-1B-

Ksefo

F

B

11

'

0.000000256

0.00108 -2.19578E-07 6.744801E-05 0.004335512

0.0028633120.004335512 3.309209E-07 0.000270742 0.003113238

0.003113238 4.664327E-08 0.000194419 0.002873327

0.002873327 1.797077E-09 0.000179438 0.002863312

0.0000000512

0.000864 -2.78897E-08 5.395866E-05 0.001380872

0.001280490.001380872 8.342053E-09 8.623747E-05 0.001284138

0.001284138 2.92178E-10 8.019649E-05 0.001280495

0.001280495 4.154364E-13 7.996897E-05 0.00128049

0.00000001024

0.000324 -6.96196E-09 2.023473E-05 0.00066806

0.000572650.00066806 3.696462E-09 4.172197E-05 0.000579463

0.000579463 2.451078E-10 3.618891E-05 0.00057269

0.00057269 1.432026E-12 3.576592E-05 0.00057265

0.000000002048

0.000108 -1.68378E-09 6.744941E-06 0.000357635

0.0002560970.000357635 1.945967E-09 2.233533E-05 0.00027051

0.00027051 2.370218E-10 1.689416E-05 0.00025648

0.00025648 6.147273E-12 1.601796E-05 0.000256097

4.096E-10

0.000081 -2.04722E-10 5.058708E-06 0.000121469

0.000114530.000121469 5.11422E-11 7.58613E-06 0.000114728

0.000114728 1.415386E-12 7.1651E-06 0.00011453

0.00011453 -8.13839E-17 7.152763E-06 0.00011453

8.192E-11

0.0000378 -3.73053E-11 2.360733E-06 5.36024E-05

5.122085E-055.36024E-05 7.798651E-12 3.347643E-06 5.127281E-05

5.127281E-05 1.709983E-13 3.202153E-06 5.121941E-05

5.121941E-05 -4.60344E-15 3.198817E-06 5.122085E-05

1.6384E-11

0.0000163 -8.08766E-12 1.017988E-06 2.424475E-05

2.290839E-052.424475E-05 1.973094E-12 1.514164E-06 2.294166E-05

2.294166E-05 4.805787E-14 1.432781E-06 2.290812E-05

2.290812E-05 -3.94017E-16 1.430687E-06 2.290839E-05

3.2768E-12

7.2908E-06 -1.61496E-12 4.553344E-07 1.083756E-05

1.02488E-051.083756E-05 3.903619E-13 6.768414E-07 1.026082E-05

1.026082E-05 6.42422E-15 6.408221E-07 1.02508E-05

1.02508E-05 1.282204E-15 6.40196E-07 1.02488E-05

F 1.453441

ECUACIÓN DE SMITH-PARLANGE ECUACIÓN DE SMITH-PARLANGE

Estación: CHIRIACO Tipo:Latitud: 5° 09' 08'' Longitud:

suelo arenoso

DATOS DE INGRESO:

TEXTURA DE SUELO:

SIMBOLO VALOR

22

0.437

0.95

S1 = 0.045

Ks = 21

G = 10.1

F = 0.46

CALCULOS PREVIOS

B = 4.20463


F = 12.9966898


t1 = 0.427770455055521

ip =

Q =

Smáx =


DE NEWTON-RAPHSON

p

KsF

i1

1LnB

B

1

1-1B1

11

F

e

FKs

t

1máx SSGB



0.102739526 1.812479534 0.1

1.5

1.843862696

1.812736395

1.812479552

0.122739526 2.617337607 0.02

0.6

0.839286916

0.805552053

0.804858367

0.126739526 2.976151144 0.004

0.3

0.364537196

0.358858125

0.358813539


0.127539526 3.136392472 0.0008

0.12

0.166967683

0.160376346

0.160241384

0.127699526 3.20800967 0.00016

0.06

0.072740247

0.071625855

0.071617199

0.127731526 3.240028883 0.000032

0.024

0.033358126

0.032046064

0.032019224

0.127737926 3.254346517 0.0000064

0.0108

0.014890334

0.014328643

0.014317638

0.127739206 3.260749198 0.00000128

0.00432

0.006904654

0.006420926

0.006402708


tiempo(t1+rt)h


(cm)


finicial

tiempo(t1+rt)h


(cm)


finicial

'fo

foff inicialfinal t

Kse

F

f

F

o

B

1-1B-

0.127739462 3.26361251 0.000000256

0.00108

0.004335512

0.003113238

0.002873327

0.127739513 3.264893 0.0000000512

0.000864

0.001380872

0.001284138

0.001280495

0.127739523 3.26546565 0.00000001024

0.000324

0.00066806

0.000579463

0.00057269

0.127739525 3.265721747 0.000000002048

0.000108

0.000357635

0.00027051

0.00025648

0.127739526 3.265836277 4.096E-10

0.000081

0.000121469

0.000114728

0.00011453

0.127739526 3.265887498 8.192E-11

0.0000378

5.36024E-05

5.127281E-05

5.121941E-05

0.127739526 3.265910406 1.6384E-11

0.0000163

2.424475E-05

2.294166E-05

2.290812E-05

0.127739526 3.265920655 3.2768E-12

7.2908E-06

1.083756E-05

1.026082E-05

1.02508E-05


78°17'17''

ARENOSO UNIDAD

cm/h

cm/h

cm

4.20463 cm


cm


0.427770455055521 h


cm3/cm3

F = q/Smax


DE NEWTON-RAPHSON

B

1

1-1B1

11

F

e

FKs

t


5.5595999


fo fo' F (cm)

-0.031208469 0.090758518 1.843862696

1.812479534 0.527770455 1.8124795340.003447614 0.110762068 1.812736395

2.79865E-05 0.108963353 1.812479552

1.899137E-09 0.108948501 1.812479534

-0.00885328 0.036998597 0.839286916

0.804858073 0.547770455 2.6173376070.001737113 0.051493098 0.805552053

3.430873E-05 0.04945856 0.804858367

1.451079E-08 0.049416694 0.804858073

-0.001201498 0.018617142 0.364537196

0.358813536 0.551770455 2.9761511440.000128297 0.022591228 0.358858125

9.916869E-07 0.022241958 0.358813539

6.08372E-11 0.022239216 0.358813536


fo fo' F (cm)

-0.000351099 0.007475332 0.166967683

0.160241328 0.552570455 3.1363924726.848927E-05 0.010390799 0.160376346

1.347184E-06 0.009982 0.160241384

5.645134E-10 0.009973628 0.160241328

-4.76795E-05 0.003742428 0.072740247

0.071617199 0.552730455 3.208009675.054724E-06 0.004535859 0.071625855

3.865889E-08 0.004466474 0.071617199

2.318151E-12 0.004465935 0.071617199

-1.40196E-05 0.001498116 0.033358126

0.032019213 0.552762455 3.2400288832.731516E-06 0.00208185 0.032046064

5.368097E-08 0.002000021 0.032019224

2.245121E-11 0.001998347 0.032019213

-2.75828E-06 0.000674341 0.014890334

0.014317634 0.552768855 3.2543465175.221789E-07 0.000929656 0.014328643

9.845574E-09 0.000894599 0.014317638

3.7829E-12 0.000893912 0.014317634

-6.97271E-07 0.000269773 0.006904654

0.006402682 0.552770135 3.2607491982.085621E-07 0.000431155 0.006420926

7.30467E-09 0.000400953 0.006402708

1.03575E-11 0.000399816 0.006402682

tiempo(t1+rt)h


(cm)ffinal

tiempo(t1+rt)h


(cm)ffinal

Ksefo

F

B

11

' 'fo

foff inicialfinal

-2.19578E-07 6.744801E-05 0.004335512

0.002863312 0.552770391 3.263612513.309209E-07 0.000270742 0.003113238

4.664327E-08 0.000194419 0.002873327

1.797077E-09 0.000179438 0.002863312

-2.78897E-08 5.395866E-05 0.001380872

0.00128049 0.552770442 3.2648938.342053E-09 8.623747E-05 0.001284138

2.92178E-10 8.019649E-05 0.001280495

4.154364E-13 7.996897E-05 0.00128049

-6.96196E-09 2.023473E-05 0.00066806

0.00057265 0.552770452 3.265465653.696462E-09 4.172197E-05 0.000579463

2.451078E-10 3.618891E-05 0.00057269

1.432026E-12 3.576592E-05 0.00057265

-1.68378E-09 6.744941E-06 0.000357635

0.000256097 0.552770455 3.2657217471.945967E-09 2.233533E-05 0.00027051

2.370218E-10 1.689416E-05 0.00025648

6.147273E-12 1.601796E-05 0.000256097

-2.04722E-10 5.058708E-06 0.000121469

0.00011453 0.552770455 3.2658362775.11422E-11 7.58613E-06 0.000114728

1.415386E-12 7.1651E-06 0.00011453

-8.13839E-17 7.152763E-06 0.00011453

-3.73053E-11 2.360733E-06 5.36024E-05

5.122085E-05 0.552770455 3.2658874987.798651E-12 3.347643E-06 5.127281E-05

1.709983E-13 3.202153E-06 5.121941E-05

-4.60344E-15 3.198817E-06 5.122085E-05

-8.08766E-12 1.017988E-06 2.424475E-05

2.290839E-05 0.552770455 3.2659104061.973094E-12 1.514164E-06 2.294166E-05

4.805787E-14 1.432781E-06 2.290812E-05

-3.94017E-16 1.430687E-06 2.290839E-05

-1.61496E-12 4.553344E-07 1.083756E-05

1.02488E-05 0.552770455 3.2659206553.903619E-13 6.768414E-07 1.026082E-05

6.42422E-15 6.408221E-07 1.02508E-05

1.282204E-15 6.40196E-07 1.02488E-05

F 1.453441

fo (mm/h) = 900 fc (mm/h) = 20 -290 k (min) = 0.8

30 cm

fo fo - fc

cm3 min min cm2 mm/h mm/h

300 2 2.00 706.86 127.32 107.32

400 3 5.00 706.86 113.18 93.18

500 6 11.00 706.86 70.74 50.74

750 11 22.00 706.86 57.87 37.87

580 12 34.00 706.86 41.03 21.03

850 23 57.00 706.86 31.37 11.37

800 25 82.00 706.86 27.16 7.16

750 30 112.00 706.86 21.22 1.22

diametro del infiltrometro para el ensayo =

VOLUMEN ADICIONA

DO

TIEMPO EN QUE SE

INFILTRO EL

VOLUMEN

TIEMPO ACUMULA

DO

AREA DE INFILTROM

ETRO

0.00 20.00 40.00 60.00 80.00 100.00 120.000.00

20.00

40.00

60.00

80.00

100.00

120.00

Column G

fo fc kmm/h mm/h min-1

desnudo 280 6-220 1.60cubierto de vegetación

900 20-290 0.80

Turba 325 2-20 1.80desnudo 210 2-25 2.00

cubierto de vegetación

670 10-30 1.40

Agrícola

Areno-Arcilloso

Tipo de suelo

0.00 20.00 40.00 60.00 80.00 100.00 120.000.00

20.00

40.00

60.00

80.00

100.00

120.00

Column G

fo fc kmm/h mm/h min-1

desnudo 280 6-220 1.60cubierto de vegetación

900 20-290 0.80

Turba 325 2-20 1.80desnudo 210 2-25 2.00

cubierto de vegetación

670 10-30 1.40

Agrícola

Areno-Arcilloso

Tipo de suelo

infiltraciÓn

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