Numerical Simulations of Variably Saturated Flow with ... · of Alaska Fairbanks, Fairbanks AK...

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Numerical Simulations of Variably Saturated Flow with Energy and Water Phase Change in Northern Latitude Peatland Collin A. Macheel Dept of Mining and Geological Engineering University of Alaska, Fairbanks

Transcript of Numerical Simulations of Variably Saturated Flow with ... · of Alaska Fairbanks, Fairbanks AK...

Page 1: Numerical Simulations of Variably Saturated Flow with ... · of Alaska Fairbanks, Fairbanks AK 99775-7320 Misra, Debasmita, Department of Mining and Geological Engineering, University

Numerical Simulations of Variably Saturated Flow with Energy and Water Phase Change in

Northern Latitude PeatlandCollin A. Macheel

Dept of Mining and Geological EngineeringUniversity of Alaska, Fairbanks

Page 2: Numerical Simulations of Variably Saturated Flow with ... · of Alaska Fairbanks, Fairbanks AK 99775-7320 Misra, Debasmita, Department of Mining and Geological Engineering, University

Additional support and contributors Daanen, P. Ronald, Geophysical Institute, University

of Alaska Fairbanks, Fairbanks AK 99775-7320 Misra, Debasmita, Department of Mining and

Geological Engineering, University of Alaska Fairbanks, P.O. Box 755800, Fairbanks, AK 99775

McGuire, A. David, Institute of Arctic Biology, University of Alaska Fairbanks, Fairbanks, AK 99775

Turetsky, Merritt, Department of Integrative Biology, University of Guelph, Guelph, Ontario N1G2W1

Waddington, Mike, School of Geography and Earth Sciences, McMaster University, Hamilton,Ontario L8S4L8

Kane, Evan, Department of Plant Biology, Michigan State University, East Lansing, MI 48824

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•25-30% of the world’s soil C

•Predominant in N Latitudes

•Up to 21% global CH4emissions

•Net sink of CO2

Page 4: Numerical Simulations of Variably Saturated Flow with ... · of Alaska Fairbanks, Fairbanks AK 99775-7320 Misra, Debasmita, Department of Mining and Geological Engineering, University

Ecological Research Site Subsurface temperature Water fluxes and climatic data Water level manipulations Microbial populations Vegetative response to WT and

climate manipulations

Page 5: Numerical Simulations of Variably Saturated Flow with ... · of Alaska Fairbanks, Fairbanks AK 99775-7320 Misra, Debasmita, Department of Mining and Geological Engineering, University
Page 6: Numerical Simulations of Variably Saturated Flow with ... · of Alaska Fairbanks, Fairbanks AK 99775-7320 Misra, Debasmita, Department of Mining and Geological Engineering, University
Page 7: Numerical Simulations of Variably Saturated Flow with ... · of Alaska Fairbanks, Fairbanks AK 99775-7320 Misra, Debasmita, Department of Mining and Geological Engineering, University

Hydraulic ConductivityDepth 10-30cm 30-50cm 70-90cm 200-250cm

cm/s cm/s cm/s cm/s

0.03 0.02 2.2x10-3 6x10-7

Abvove MineralBulk

Density Porosity

cm g/ccm %

74.0 0.07 95

69.0 0.09 94

64.0 0.10 94

59.0 0.11 93

54.0 0.14 91

49.0 0.14 91

44.0 0.15 91

39.0 0.14 91

33.5 0.16 90

29.5 0.17 89

24.5 0.18 88

19.0 0.17 89

16.5 0.23 85

14.5 0.33 79

10.0 0.12 92

7.0 0.14 91

4.0 0.25 84

0.0 0.23 85

-4.0 0.44 73

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00.20.40.60.8

11.21.41.61.8

0 5 10 15 20

Time (Hr)

WT

(cm

)

0

0.01

0.02

0.03

0.04

0.05

0.06

Prec

ip (c

m)

-0.2

-0.1

0

0.1

0.2

0.3

0.4

0.5

0.6

0 5 10 15 20 25 30

Time (Hr)

WT

(cm

)

00.0050.010.0150.020.0250.030.0350.040.0450.05

Prec

ip (c

m)

Diurnal Temp Fluctuations

-5

0

5

10

15

20

25

30

35

0 100 200 300 400 500 600 700 800

Hours

Deg

ree

C

Air-2cm-10cm-25 cm-50 cm

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ρB increases w

/ depth

λ,С

Porosity decreases w/ depth

Thermal Conductivity Models

0.0000

0.1000

0.2000

0.3000

0.4000

0.5000

0.6000

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

VWC (%)

Ther

mal

Con

duct

ivit

y (W

/mK

Kettridge,2008

Kellner, 2009

Letts, 1999

Hayashi, 2008

Weiss, 2006

McKenzie, 2007a

McKenzie, 2007b

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Thermal conductivity functions

Weighted average of soil constituents(De Vries, 1963)

Similar to an Arithmetic mean (Forouki, 1986)

Summation of Heat Capacities

)()()()( θθ

θθθ ++++−= oo

ofwf

f

ooa kkfknk

aaoow

aaaoooww

fyfyfkfykfykfk

++++

=

i

n

iiCfC ∑

=

=

=3

1

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Soil Moisture Retention

0 500 1000 1500 2000Pressure (cm)

Vol.

Moi

stur

e C

onte

nt

SFCC

-13-11-9-7-5-3-1

Temp (C)

Vo

l. M

ois

ture

Co

nte

nt

Fre

eze

Fu

nct

ion

(1/

C)

SFCFrz Fuct

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Applied in HYDRUS (2D/3D)

Kettridge vs Observed

1011

1213

141516

1718

1920

0 50 100 150 200 250 300

t (hours)

T (d

egre

e C

)

ObservedSimulation

R2=0.54, RMSE=7.5C

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Applied in HYDRUS (2D/3D)

Weiss vs Observed

10

11

12

13

14

15

16

17

18

19

20

0 50 100 150 200 250 300

t (hours)

T (d

egre

e C

)

ObservedSimulated

R2=0.75 RMSE=1.7C

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Inverse Solution Tools

Observed vs Simulated

10

11

12

13

14

15

16

17

18

0 50 100 150 200 250 300

time (hours)

T (d

egre

e C

)

ObservedSimulated

R2=0.90, RMSE=1.2C

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Inverse Solution Tools

Observed vs Simulated

10

11

12

13

14

15

16

17

18

0.000 50.000 100.000 150.000 200.000 250.000 300.000

t (hours)

T (d

egre

e C

)

Observed

Simulated

R2=0.989, RMSE=0.37C

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R=0.83, R2=0.74, SE=1.78 n=113

•Assuming Soil Surface Temp dependent on three variables

•Air T, WT and time/season

•Regression characterized by multi-variable paraboloid

Page 17: Numerical Simulations of Variably Saturated Flow with ... · of Alaska Fairbanks, Fairbanks AK 99775-7320 Misra, Debasmita, Department of Mining and Geological Engineering, University

Acknowledgements Dr. David McGuire for making travel to the

annual AEG Conference at Lake Tahoe possible. Support from the National Science Foundation grant DEB-0425328, the Bonanza Creek Long-Term Ecological Research program (funded jointly by NSF grant DEB-0423442 and USDA Forest Service, Pacific Northwest Research grant PNW01-JV11261952-231. Also legal advice from the attorneys at Dewey, Cheatum and Howe.