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Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering CE5504 Surface Water Quality Modeling Lab 5. One-Dimensional Models Thermal Stratification, Vertical Mass Transport and Interactions with Trophic State

Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

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CE5504 Surface Water Quality Modeling. Lab 5. One-Dimensional Models Thermal Stratification, Vertical Mass Transport and Interactions with Trophic State. Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering. Temperature and the Density of Water. 1.0000. 0.9995. 0.9990. - PowerPoint PPT Presentation

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Page 1: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Dr. Martin T. AuerMTU Department of Civil & Environmental Engineering

CE5504Surface Water Quality

ModelingLab 5. One-Dimensional Models

Thermal Stratification, Vertical Mass Transportand Interactions with Trophic State

Page 2: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Temperature and the Density of Water

1.0000

0.9995

0.9990

0.9985

0.9980

0.9975

0.9970

0.9965

0.9960

0.99550.9950

Den

sity

(g∙

cm3 )

0 5 10 15 20 25 30

Temperature (°C)

MaximumDensity3.94 °C

Page 3: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Thermal Stratification

spring summer

Temperature (°C)

Page 4: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Thermal Stratification

Page 5: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Seasonality in Stratification and Mixing

= °C

Page 6: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Dollar Bay - Temperature

0

1

2

3

4

5

6

7 8

Dep

th (

m)

0 5 10 15 20

Temperature (°C)

0

1

2

3

4

5

6

7

8

Dep

th (

m)

M A M J J A S O N D

Page 7: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Productivity and Oxygen

Page 8: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Trophic State and Oxygen Profiles

Orthograde

0

2

4

6

8

10

12

14

16

18

20

0 5 10 15 20 25

De

pth

(m

)

Clinograde

0

2

4

6

8

10

12

14

16

18

20

0 5 10 15 20 25

De

pth

(m

)

Oligotrophic Lake Eutrophic Lake

Temperature (°C) Temperature (°C)

Page 9: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Dollar Bay - Temperature

0

1

2

3

4

5

6

7 8

0 5 10 15 20

Temperature (°C)

0

1

2

3

4

5

6

7

8

Dep

th (

m)

M A M J J A S O N D

Page 10: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Dollar Bay – Dissolved Oxygen

Dep

th (

m)

0

1

2

3

4

5

6

7

8

0 2 4 6 8 10 12

Dissolved Oxygen (mg∙L-1)

M A M J J A S O N D

Page 11: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Onondaga Lake – Dissolved Oxygen

Page 12: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Oneida Lake – Dissolved Oxygen

Page 13: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Lake Erie – Dissolved Oxygen

Page 14: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Gulf of Mexico – Dissolved Oxygen

Page 15: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

8 Lake Superior – 4/28/00

Completely-Mixed Lake

Page 16: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

8

8

Lake Superior – 8/25/00

Vertical Resolution - Stratification

Page 17: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Advection and Diffusion

Page 18: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Diffusion

Page 19: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Scales of Diffusion

Page 20: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

11 2 1

33

3 3

'dC

V E C Cdt

g m gm

m d d m

g g

d d

11

3 23 2

c

dCV J A

dt

g gm m

m d m d

g g

d d

Mathematics of Diffusion I

Page 21: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

2

2 3

2 2

dCJ E

dx

g m g

m d d m mg g

m d m d

Fick’s 1st Law

X-direction

E

C

Mathematics of Diffusion II

Page 22: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

dCJ E

dx

2 1

3 3

C CdC

dx l

g g

m m m m

l

Mathematics of Diffusion III

Page 23: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

1 2 11

23 2

3 3

c

dC C CV E A

dt l

g m gm m

m d d m m

g g

d d

11 2 1

2 23

3 3

( )cE AdCV C C

dt l

g m m gm

m d d m m

g g

d d

Mathematics of Diffusion IV

Page 24: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

3 2 2

3 3

' cE AE

l

m m m

d d m

m m

d d

11 2 1

33

3 3

' ( )dC

V E C Cdt

g m gm

m d d m

g g

d d

E, turbulent diffusion coefficient, m2/dE’, bulk diffusion coefficient, m3/d

Mathematics of Diffusion V

Page 25: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Vertical Mass Transport

11 2 1' ( )dC

V E C Cdt

' cE AE

l

Page 26: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Application to Vertical Mass Transport

11 2 1

33

3 3

' ( )dC

V E C Cdt

g m gm

m d d m

g g

d d

11 2 1

3 23 3

( )t t

dCV v A C C

dt

g m gm m

m d d m

g g

d d

turbulent diffusion coefficient thermocline heat transfer coefficient

Page 27: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Calculation of the Thermocline Heat Transfer Coefficient

Epilimnion Heat Balance

3 33 2 2

3 3 3 2 3

( ) ( )ee p p in p e s t p t h e

dTV C Q C T t Q C T J A v C A T T

dt

g cal C m g cal m g cal cal m g calm C C m m C

m g C d d m g C d m g C m d d m g C

cal cal cal cal cal

d d d d d

changein heat

tributaryheat in

dischargeheat out

surfaceheat flux

thermoclineheat exchange

Page 28: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Calculation of the Thermocline Heat Transfer Coefficient

Hypolimnion Heat Balance

3 23 3

( )hh p t p t h e

dTV C v C A T T

dt

g cal C m g calm m C

m g C d d m g C

cal cal

d d

changein heat

thermoclineheat exchange

assumes no direct heating ofhypolimnion or sediments

upper mixed layer(~epilimnion)

lower mixed layer(~hypolimnion)

thermocline vt∙As

Page 29: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Calculation of the Thermocline Heat Transfer Coefficient

( )hh p t p t e h

dTV C v C A T T

dt

h t t t te e

h h

dT v A v AT T

dt V V

t th

h

v A

V

Canceling the and Cp terms, dividing by Vh and expanding …

And defining …

Yields …

hh e h h

dTT T

dt

uml

lml

Page 30: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Calculation of the Thermocline Heat Transfer Coefficient

, (1 )h ht th h i eT T e T e

,

,

ln e h iht

t s e h s

T TVv

A t T T

and re-arranging, yields …

Which, for Th at the beginning of the calculation = Thi, yields …

,

,

1ln e h ih

st t e h s

T TVt

v A T T

further re-arranging, yields …

where a plot of ts versus termyields 1/vt as the slope

term

Page 31: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Application to Dollar Bay

Page 32: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Dollar Bay - Temperature

0

1

2

3

4

5

6

7 8

0 5 10 15 20

Temperature (°C)

0

1

2

3

4

5

6

7

8

Dep

th (

m)

M A M J J A S O N D

Page 33: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Dollar Bay – Dissolved Oxygen

Dep

th (

m)

0

1

2

3

4

5

6

7

8

0 2 4 6 8 10 12

Dissolved Oxygen (mg∙L-1)

M A M J J A S O N D

Page 34: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

0

2

4

6

8

10

12

14

16

18

20

0 50 100 150 200 250 300 350

For diffusion calculation, need to choose an interval where Tepi is stable and Thyp is warming.

Dollar Bay – Temperature Calculations

,

,

1ln e h ih

st t e h s

T TVt

v A T T

( )h t te h

h

dT v AT T

dt V

Hypolimnion temperature mass balance.

Page 35: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Sediment oxygen demand reflects the diffusion of oxygen into the sediment to meet the metabolic needs of microorganisms participating in the aerobic decomposition of organic matter. SOD is also exerted through the aerobic oxidation of reduced species byproducts of anaerobic respiration.

The mass balance, for SOD alone is …

Sediment Oxygen Demand

uml

lml

2 12,SOD gO m d

2sed

dOV SOD A

dt

Page 36: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

0

2

4

6

8

10

12

0 50 100 150 200 250 300 350

For the SOD calculation, we need to choose the interval of oxygen depletion.

Dollar Bay – Oxygen Calculations

22, 2,

t t sede h

h h

v A SOD AdOO O

dt V V

(the question of the cones)

Page 37: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering

Time-Variable vt

Values for Onondaga Lake (Doerr et al. 1996)