de beer structure of vents · ph ph decrease local (

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Structure of vents using high resolution studies Dirk de Beer, Anna Lichtschlag, Anita Flohr, Kate Peel, Dirk Koopmans, Moritz Holtappel MPI-NOCS-AWI

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Page 1: de Beer Structure of vents · pH pH decrease local (

Structure of ventsusing high resolution studies

Dirk de Beer, Anna Lichtschlag, Anita Flohr, Kate Peel, Dirk Koopmans, Moritz Holtappel

MPI-NOCS-AWI

Page 2: de Beer Structure of vents · pH pH decrease local (
Page 3: de Beer Structure of vents · pH pH decrease local (

Background profiles

Page 4: de Beer Structure of vents · pH pH decrease local (

Profiles in vent

Page 5: de Beer Structure of vents · pH pH decrease local (

vent

Page 6: de Beer Structure of vents · pH pH decrease local (
Page 7: de Beer Structure of vents · pH pH decrease local (

T transectsT-gradients local(<1 m from vent)

Not proportional to CO2 releaseand variable

No T in bottomwater

distance from vent (m)

0 5 10 15 20

T (C

)

7.70

7.75

7.80

7.85

7.90

7.95

8.00

dT/d

x (C

m-1

)

0

2

4

6

distance from vent (m)

0 5 10 15 20

T (C

)

7.70

7.75

7.80

7.85

7.90

7.95

8.00

dT/d

x (C

m-1

)0

2

4

6

50L/min. N-S 50L/min. E-W

distance from vent (m)

0 5 10 15 20

T (C

)

7.70

7.75

7.80

7.85

7.90

7.95

8.00

dT/d

x (C

m-1

)

0

2

4

6

distance from vent (m)

0 5 10 15 20

T (C

)

7.70

7.75

7.80

7.85

7.90

7.95

8.00

dT/d

x (C

m-1

)

0

2

4

6

distance from vent (m)

0 5 10 15 20

T (C

)

7.70

7.75

7.80

7.85

7.90

7.95

8.00

dT/d

x (C

m-1

)

0

2

4

6

bottomwaterdT/dx

distance from vent (m)

0 5 10 15 20

T (C

)

7.70

7.75

7.80

7.85

7.90

7.95

8.00

dT/d

x (C

m-1

)

0

2

4

6

0L/min 2L/min

5L/min 30L/min

Page 8: de Beer Structure of vents · pH pH decrease local (

Heat generation

Loggers from Moritz Holtappel, 30 cm depth

Page 9: de Beer Structure of vents · pH pH decrease local (

pH

pH decrease local(<1 m from vent)

Variable & not proportional

Local effect in bottom water

distance from vent

0 5 10 15 20

pH

6.6

6.8

7.0

7.2

7.4

7.6

7.8

8.0

8.2

8.4

50L/min. N-S

distance from vent

0 5 10 15 20

pH

6.6

6.8

7.0

7.2

7.4

7.6

7.8

8.0

8.2

50L/min. E-W

distance from vent

0 5 10 15 20

pH

6.6

6.8

7.0

7.2

7.4

7.6

7.8

8.0

8.2

8.4

distance from vent

0 5 10 15 20

pH

6.6

6.8

7.0

7.2

7.4

7.6

7.8

8.0

8.2

8.4

30L/min5L/min

distance from vent

0 5 10 15 20

pH

6.6

6.8

7.0

7.2

7.4

7.6

7.8

8.0

8.2

bottom watersediment

distance from vent

0 5 10 15 20

pH

6.6

6.8

7.0

7.2

7.4

7.6

7.8

8.0

8.2

8.4

0L/min 2L/min

Page 10: de Beer Structure of vents · pH pH decrease local (

Lab experiment

Page 11: de Beer Structure of vents · pH pH decrease local (

At day 4

Page 12: de Beer Structure of vents · pH pH decrease local (

distance from center (m)

-0.15 -0.10 -0.05 0.00 0.05 0.10 0.15

pH

5.4

5.6

5.8

6.0

6.2

6.4

6.6

6.8

7.0

7.2

7.4

Portrait of a vent

Page 13: de Beer Structure of vents · pH pH decrease local (

TA values in situ

TA (mol m-3)

0 10 20 30 40 50

dept

h (m

)

0.00

0.05

0.10

0.15

0.20

0.25

0.30

TA (mol m-3)

0 10 20 30 40 50

0.00

0.05

0.10

0.15

0.20

0.25

0.30

A B

Calcite dissolution (+silicate???)Top 10 cm ventilated by escaping bubbles(Michael Stöhr: bubble out, water in)

Kate Peel, Anita Flohr

Page 14: de Beer Structure of vents · pH pH decrease local (

Vent=cylinder in infinite medium

CO2->H2CO3->HCO3-+H+

Svensen, H. etal 2006 Journal of the Geological Society 163, 671-682.

Page 15: de Beer Structure of vents · pH pH decrease local (

Cylindrical source: effects are local

J=k(Cb-Ci)k=D/!ℎ k=mass transfer coefficient (m s-1), δh=effective boundary layer

#ℎ = 0.3 + 0.62+,-.#/

-0

1 + (0.4#/ ).0

-5(1 + ( +,

282000)78)57

= 9:;

In absence of flow Re=0 thus: Sh = 0.3.

As #ℎ = <=> and 9 = >

?@δB = =

CB = 3:

bubble~2 cm, δB~6 cmdiameter plume ~14 cm

Churchill SW, Bernstein M. 1977. A Correlating Equation for Forced Convection From Gases and Liquids to a Circular Cylinder in Crossflow. Journal of Heat Transfer 99:300-306.

In steady state and in absence of reactions: Effective boundary layer is finite and about 3x the diameterδh independant from D, both for mass and heat

δh

Cb

Ci

Page 16: de Beer Structure of vents · pH pH decrease local (

Mass loss (DIC)

δh

D? k? mass transfer mechanism?

Pulsating channel….

Carbonate equilibrium?

Kinetics of calcite dissolution?Kinetics of silicate weathering?

In sediment:>Lateral DIC diffusion

>Reactions with sediment

Above sediment:

>Plume above measuring horizon>CO2(l) (CO2→H2CO3→HCO3

-+H+ slow)

CO2 (g)→DIC

EDDY/pH sensors/DIC sensors

Page 17: de Beer Structure of vents · pH pH decrease local (

75%?

• Poster Dirk Koopmans:Detected mass flow of DIC

Page 18: de Beer Structure of vents · pH pH decrease local (

Heat generation1. CO2 (g) -> CO2 (aq) ΔH -20000 J mol-12. CaCO3 + CO2 (aq) + 2H2O-> Ca2+ + 2HCO3

-+ H2O ΔH -10900 J mol-13. MeSiO3 + 2CO2 (aq) + 4H2O -> MeSiO3 + 2HCO3

- + 2H3O+ ->Me2+ + H4SiO4 + 2HCO3

-+ H2O ΔH -73000 J mol-1

Heat flux: 3 J m-2 s-1

(from thermal conductivity and T gradient, underestimation!)

Assume cylinder of 3m long, 2 cm bubble channel plus 6 cm δh: 0.13 J s-1

This heat is generated by:CO2 reactions 1+2: 0.00013 mol s-1

CO2 reactions 1+3: 0.00004 mol s-1

2 L CO2 min: 0.0015 mol s-1

Stumm W, Morgan JJ. 2012. Aquatic Chemistry: Chemical Equilibriaand Rates in Natural Waters, 3 ed. Wiley.

δh

Page 19: de Beer Structure of vents · pH pH decrease local (

Conclusions• Vent channels are narrow and have only local effectsØ MBL 3x diameter, if d=2 cm MBL 6 cm total diameter

influenced sediment 2+2x6=14 cm

• CO2 input generates DIC and heat• Heat and DIC partially dissipated laterally in sediment

• Heat needs inclusion in vent modeling (kinetics and viscosity)

Page 20: de Beer Structure of vents · pH pH decrease local (
Page 21: de Beer Structure of vents · pH pH decrease local (
Page 22: de Beer Structure of vents · pH pH decrease local (
Page 23: de Beer Structure of vents · pH pH decrease local (

TA values in situ

TA (mol m-3)

0 10 20 30 40 50

dept

h (m

)

0.00

0.05

0.10

0.15

0.20

0.25

0.30

TA (mol m-3)

0 10 20 30 40 50

0.00

0.05

0.10

0.15

0.20

0.25

0.30

A B

Very variable, top 10 cm ventilatedby escaping bubbles(Michael Stöhr: bubble out, water in)Kate Peel, Anita Flohr

Page 24: de Beer Structure of vents · pH pH decrease local (

Stöhr et al, 2004

Page 25: de Beer Structure of vents · pH pH decrease local (

mass heat

alk 50DIC in 10000J= 0.000166667 mol/m2s 3 J/m2s

A= 0.4396 0.4396 L/minl= 3 3 2 0.001488 mol/sArea cyl 1.3188 1.3188

total flow 0.0002198 mol/s 3.9564 J/sCalcite 0.000128039 mol/sSilicate 4.25419E-05 mol/s

Page 26: de Beer Structure of vents · pH pH decrease local (
Page 27: de Beer Structure of vents · pH pH decrease local (

Advection cell in vent

Sh ↑ thus δ"↓-> more local

Haeckel M, Boudreau BP, Wallmann K. 2007. Bubble-induced porewater mixing: A 3-D model for deep porewater irrigation. Geochimica Et Cosmochimica Acta 71:5135-5154

Page 28: de Beer Structure of vents · pH pH decrease local (
Page 29: de Beer Structure of vents · pH pH decrease local (

Ecology and geochemistry

Sulfate reduction lower(=35% total mineralization)

No effect O2 uptake

pH decrease only local

No animals deterredSRR (mol m-3 s-1)

0.0 5.0e-8 1.0e-7 1.5e-7 2.0e-7 2.5e-7

dept

h (m

)

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

0.18

ventbackground