14-test3 real rainfall_meteo_bron_2008+solute

MODELACIONDELTRANSPORTEDESOLUTOANUALPARAUN

HIETOGRAMACONOCIDO

EjemplosHYDRUS1DDatosmeteorolgicosdeBron,Francia

Casodeunafuentefijadeunmetalpocosoluble

HyetogramBron,France(2008)Mat. 1

Test3 =measurementofhourlyrainfall& estimation of potential&estimationofpotentialevapotranspiration

Soil profile 1 m Soilprofile=1mMat.1=loamMat. 2 = sandyloamMat.2 sandy loam 4observationpoints l f l f h d Initialprofile,uniformpressurehead

(hini =1m)Bottomb.c.=freedrainageMat. 2

ottom b.c. free drainage

5Hydraulic Properties: Head vs. Theta

0

Hydraulic Properties: log K vs. Theta

3

4

-4

-2

0

1

2

10

-8

-6

00.0 0.1 0.2 0.3 0.4 0.5

Theta [-]

-100.0 0.1 0.2 0.3 0.4 0.5

Theta [-]Hydraulic Properties: log K vs. log h

0

2 van Genuchten Mualem model (L = 0.5)

r s (cm-1) n Ks (cm/h)

6

-4

-2 1 0.078 0.43 0.036 1.56 1.042 0.065 0.41 0.075 1.89 4.42

1 l (bl k)-8

-6

-4 -3 -2 -1 0 1 2log(|h|[m])

1 = loam (black)2 = sandy-loam (bleu)

log(|h|[m])

P & PET [cm/h]P&PET[cm/h]TOY = Time Of the Year, hora calendario (ver archivo Excel) TOY = 0 el 01/01/2008 a 0 horas

0.0400 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000

TOY[h]

0.03

0.0350.5

1

0 015

0.02

0.0251.5

2

2 5

E

T

P

[

c

m

/

h

]

Q

i

n

p

u

t

[

c

m

/

h

] 2008Qinput[cm/h]

ETP[cm/h]

0.005

0.01

0.0152.5

3

3.5

0

0 005

0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000

3 5

4

TOY[h]Jan Feb Mar Apr May June July Aug Sept Oct Nov DecJan Feb Mar Apr May June July Aug Sept Oct Nov Dec

P & PET cummulated100

120P&PETcummulated

80

100

60

Q

i

n

p

u

t

[

c

m

/

h

]

2008CumQinput[cm/h]

C ETP [ /h]

20

40CumETP[cm/h]

00 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000

TOY [h]TOY[h]

Jan Feb Mar Apr May June July Aug Sept Oct Nov Dec

0Profile Information: Water Content

0

Profile Information: Pressure Head

-40

-20

-40

-20

-80

-60

-80

-60

-1000.10 0.15 0.20 0.25 0.30 0.35

Theta [-]

-100-300 -200 -100 0

h [cm][ ]

0.45

Observation Nodes: Water Content

0

Observation Nodes: Pressure Heads

0.30

0.35

0.40

100

-50

0.15

0.20

0.25

-150

-100

0.100 2000 4000 6000 8000 10000

Time [hours]

-2000 2000 4000 6000 8000 10000

Time [hours]

All Cumulative FluxesTEST 3

20Cum Potential surface flux

10Cum. Potential surface flux

-10

0

-20

0

C A t l

Cum. Bottomflux

-30Cum. Actual surface flux

-400 2000 4000 6000 8000 10000

Time [hours]Time [hours]

2.0

2.5

Surface Run-Off

3.0

3.5

4.0

Cum. Surface Run-Off

0 5

1.0

1.5

1.0

1.5

2.0

2.5

0.0

0.5

0 2000 4000 6000 8000 10000Time [hours]

0.0

0.5

0 2000 4000 6000 8000 10000Time [hours]

Cum.Evaporation

80

100

Cum. Infiltration

50

60

70

Cum. Evaporation

20

40

60

10

20

30

40

Soil Water Storage

00 2000 4000 6000 8000 10000

Time [hours]

00 2000 4000 6000 8000 10000

Time [hours]

22

24

26

16

18

20

140 2000 4000 6000 8000 10000

Time [hours]

Soluto condicindeNOequilibrio(MIM)ECI3-Solute

Un soluto reactivo en la superficie del suelo constituye unaUnsolutoreactivoenlasuperficiedelsueloconstituyeunafuentedecontaminacinpermanentemobilisable acadalluvia.Laduracindecadapulse=mismotiempoquelaprecipitacincorrespondiente.

c0=10mg/L=102 mg/cm3 sobreladuracindelasimulacind=1500mg/cm3Disp=1cmf=0.5im =0.1cm3/cm3Kd =0.005mg/cm3 =1s =0.12h1Condicindefrontera:Concentration BCNB.Elordendemagnituddec0 correspondealaconcentraciones

deelementosmayores(Br,NO3,Cl,Ca,COT,).Para/metalespesadoslasconcentracionessondelordendelg/L.

0.00030

Observation Nodes: Concentration

0

Profile Information: Concentration

0 00015

0.00020

0.00025

-40

-20

0.00005

0.00010

0.00015

-80

-60

0.000000 5000 10000

Time [hours]

-1000.000 0.002 0.004 0.006 0.008 0.010

Conc [mg/cm3]

P fil I f I bil C

20

0

Profile Inform.: Immobile Conc.

60

-40

-20

100

-80

-60

-1000.000 0.002 0.004 0.006 0.008 0.010

Conc [mg/cm3]

0.008

0.010

Surface Concentration

1.5

2.0

Surface Solute Flux

0.4

0.5

Cumulative Surface Solute Flux

0 002

0.004

0.006

0 0

0.5

1.0

0.2

0.3

0.000

0.002

0 5000 10000Time [hours]

-0.5

0.0

0 2000 4000 6000 8000 10000Time [hours]

0.0

0.1

0 2000 4000 6000 8000 10000Time [hours]

0 20

All Solute Fluxes

0 5

All Cumulative Solute Fluxes

0.15

0.20

0.4

0.5

0.05

0.10

0.2

0.3

-0.05

0.00

0.0

0.1

0 2000 4000 6000 8000 10000Time [hours]

0 2000 4000 6000 8000 10000Time [hours]

ECI3-Solute 2C 3 So uteKd =0.001mg/cm3

EnestecasosedisminuyeelvalordeKd (materialdel/suelomenosreactivoKd_inicial/5).Losotros

parmetrosycondicionesdeflujosoninvariantes.

0.008


0


0 004

0.005

0.006

0.007

-40

-20

0

0.001

0.002

0.003

0.004

-80

-60

40

0.0000 2500 5000 7500 10000

Time [hours]-100

-80

0.000 0.002 0.004 0.006 0.008 0.010Conc [mg/cm3]Conc [mg/cm3]

0


-40

-20

-80

-60

-1000.000 0.002 0.004 0.006 0.008 0.010

Conc [mg/cm3]

0.30

0.35

Surface Solute Flux

0.35

0.40

Cumulative Surface Solute Flux

0.20

Cumul. Non-Equil. Mass Transfer

0.10

0.15

0.20

0.25

0.15

0.20

0.25

0.30

0.10

0.15

-0.05

0.00

0.05

0 2000 4000 6000 8000 10000Time [hours]

0.00

0.05

0.10

0 2000 4000 6000 8000 10000Time [hours]

0.00

0.05

0 2000 4000 6000 8000 10000Time [hours]Time [hours] Time [hours]

0 40


0.30

0.35

0.40

0 15

0.20

0.25

0.05

0.10

0.15

0.000 2000 4000 6000 8000 10000

Time [hours]

ECI3-Solute 3C 3 So ute 3Kd =0.0001mg/cm3

EnestecasesedisminuyeelvalordeKd (materialdel/suelomuypocoreactivoKd_inicial/50).Losotros

parmetrosycondicionesdeflujosoninvariantes.

0.010


0


0.006

0.008

-40

-20

0.002

0.004

80

-60

0.0000 5000 10000

Time [hours]

-100

-80

0.000 0.002 0.004 0.006 0.008 0.010Time [hours] Conc [mg/cm3]

0


-40

-20

-80

-60

-1000.000 0.002 0.004 0.006 0.008 0.010

Conc [mg/cm3]

Surface Solute Flux Cumulative Surface Solute Flux BottomConcentration

0 06

0.08

0.10

Surface Solute Flux

0.25

0.30

0.35

0.004

0.005

0.006

Bottom Concentration

0.00

0.02

0.04

0.06

0 05

0.10

0.15

0.20

0.001

0.002

0.003

0.004

-0.02

0.00

0 2000 4000 6000 8000 10000Time [hours]

0.00

0.05

0 2000 4000 6000 8000 10000Time [hours]

0.0000 2000 4000 6000 8000 10000

Time [hours]

0.16

Cumul. Non-Equil. Mass Transfer

0.000

Cumulative Bottom Solute Flux

0.000000

Bottom Solute Flux

0.08

0.10

0.12

0.14

-0.015

-0.010

-0.005

-0.000020

-0.000015

-0.000010

-0.000005

0.00

0.02

0.04

0.06

0 2000 4000 6000 8000 10000-0.030

-0.025

-0.020

0 2000 4000 6000 8000 10000-0.000035

-0.000030

-0.000025

0 2000 4000 6000 8000 10000 0 2000 4000 6000 8000 10000Time [hours]

0 2000 4000 6000 8000 10000Time [hours]

0 2000 4000 6000 8000 10000Time [hours]


0.35

0 25

0.30

0.20

0.25

0.10

0.15

0 00

0.05

-0.05

0.00

0 2000 4000 6000 8000 100000 2000 4000 6000 8000 10000Time [hours]

14-test3 real rainfall_meteo_bron_2008+solute

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