Mattias von Brömsse - Targetting safe aquifers

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Targeting arsenic-safe aquifers in regions with high arsenic groundwater in Bangladesh and India MATTIAS VON BRÖMSSEN, PROSUN BHATTACHARYA, GUNNAR JACKS, ASHIS BISWAS, ROGER THUNVIK, KAZI MATIN AHMED & AZIZ HASAN

Transcript of Mattias von Brömsse - Targetting safe aquifers

Targeting arsenic-safe aquifers in regions with high arsenic groundwater in Bangladesh and India

MATTIAS VON BRÖMSSEN, PROSUN BHATTACHARYA, GUNNAR JACKS, ASHIS BISWAS, ROGER THUNVIK, KAZI MATIN AHMED & AZIZ HASAN

INTRODUCTION Recognition and magnitude of high arsenic groundwater in Bangladesh

•Highly productive aquifers and easy available and affordable hand tube wells (HTW), 100 m depth

• In Bangladesh, groundwater have been the element for two recent achievements

- access to safe drinking water

- food security through excessive use of GW for irrigation

•Now at threat due to elevated conc. of arsenic

•National survey => 47% above WHO (10 ug/l)

• Exposure through (50/50%)

- drinking water

- food chain

• Exposed population in the order of 10th of M of people (35-77 M)

INTRODUCTION Drinking water practice in rural Bangladesh and lessons learned from previous mitigation activities

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95

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100

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67

0 50 100

Dugwells (231)

Pond Sand Filters (37)

Rain Water Harvesters(90)

Arsenic removal filters(10,569)

Deep Tubewell (58)

Bishudhya Filters (30)

%

Active Inactive

RESEARCH OBJECTIVES

RESEARCH OBJECTIVES

1. The overall objective of the study has been focused on assessing the potential for local drillers to target As safe groundwater

2. The specific objectives have been to validate the correlation between aquifer sediment colours and groundwater chemical composition, characterize aqueous and solid phase geochemistry and dynamics of As mobility and to assess the risk for cross-contamination of As between aquifers in Matlab Upazila in southeastern Bangladesh

HYDROGEOLOGICAL AND GEOCHEMICAL CONTEXT High arsenic groundwater in Bangladesh

A. Reductive dissolution

B. Pleistocene, ox, flushed

C. ?

mobilisation immobilisation

MATERIAL AND METHODS

•Combinations of approaches were used to assess the hydrogeological prerequisites for delineation of low As groundwater in regions with high As groundwater

•All work done have been aimed at enhancing the understanding of the aquifer system with emphasis on processes controlling As in groundwater

MATERIAL AND METHODS Sediment colours

• In order to verify the local drillers knowledge of the sediment characteristics simple drilling tests were done

• Groundwater sampling were carried out from HTW (Matlab) with known depth and colour of the sediments at the tubewells screen, subsequently the groundwater composition was linked to the colour characteristics of the sediment

MATERIAL AND METHODS Groundwater modelling

Idealised surafce water levels (m) introduced as constant head (C.H.) in the model

and actual surface water levels at Matab (Meghna) for the yr. 2005

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Time (days)

(m.a.s.l.)

Jan

500

mm/month

Rainfall

Evapotranspiration

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0

Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

RESULTS and DISCUSSION The drillers perception of sediment characteristics

Redox classification

Black White Off-White Red

Sediment colour

0.0

4.0

8.0

12.0

16.0

20.0

Fe

mg

/l

Black White Off-White Red

Sediment colour

0.0

0.8

1.6

2.4

3.2

4.0

Mn

mg

/l

Black White Off-White Red

Sediment colour

0.0

1.0

2.0

3.0

4.0

5.0

SO

4 m

g/l

red

off-white

white

black

MnMntottot

FeFetottot

SOSO4422--

8th International Conference on the Biogeochemistry of Trace Elements (ICOBTE), Adelaide, Australia

a b

c d

Blac k Whi teOff-Whi te Red

Sediment colour

0.0

80.0

160.0

240.0

320.0

400.0

As

ug/l

L e g e n d

M a x .

7 5 p e rc e n ti l e

M e d ia n

2 5 p e rc e n ti l e

M in .

Ars

enic

concentr

ation

RESULTS and DISCUSSION Sequence of aquifer sediments

RESULTS and DISCUSSION Geochemical investigations, relationship between As and other elements at the water-solid interface

• Elevated concentrations of Mn and Fe is prone to be generated through reductive dissolution

• Highest concentrations would be expected (FeOx and MnOx) in the reducing unit/zone (redox chemistry) but Mn are relatively lower in this unit

• This implies that secondary mineral phases control Mn in the reducing unit/sediments

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Mn (mg/kg)

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As (ug/kg)

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Fe (mg/kg)

Sequential extraction (Arsenic)

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4000

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

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2000

3000

4000

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

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3000

4000

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

As (µg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Fe (mg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Mn (mg/kg)

a) b)

c)

0 50 100 150 200 250 300 350

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Mn (mg/kg)

0 500 1 000 1 500 2 000 2 500 3 000 3 500 4 000

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As (ug/kg)

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Fe (mg/kg)

Sequential extraction (Arsenic)

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

01000

2000

3000

4000

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

01000

2000

3000

4000

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23

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

As (µg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Fe (mg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Mn (mg/kg)

a) b)

c)

Redox classification

Black White Off-White Red

Sediment colour

0.0

4.0

8.0

12.0

16.0

20.0

Fe

mg

/l

Black White Off-White Red

Sediment colour

0.0

0.8

1.6

2.4

3.2

4.0

Mn

mg

/l

Black White Off-White Red

Sediment colour

0.0

1.0

2.0

3.0

4.0

5.0

SO

4 m

g/l

red

off-white

white

black

MnMntottot

FeFetottot

SOSO4422--

8th International Conference on the Biogeochemistry of Trace Elements (ICOBTE), Adelaide, Australia

SI calculations implies that rhodochrosite and/or MnHPO4 may control Mn in this unit and hydroxyapatite PO4

3--tot

RESULTS and DISCUSSION Geochemical investigations, relationship between As and other elements at the water-solid interface

• Further, As would be expected to be lower in the reducing unit if Hfo is the major sorbent (FeOx)

• It is likely to believe that PO43--tot act as a major

competing ion for sorption sites

Hfo

(5 - 100 g/l)

As (ads) As (aq);

Astot = 2.1 – 7.7 mg/l (B.C. total available amount)

PO43--tot (ads) PO4

3-- (aq) Phosphate minerals;

PO43--tot (aq) = 0.5 – 8 mg/l (B.C. constant dissolved concentration)

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Mn (mg/kg)

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As (ug/kg)

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Fe (mg/kg)

Sequential extraction (Arsenic)

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4000

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

01000

2000

3000

4000

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54

Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

01000

2000

3000

4000

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23

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40

44

49

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52

54

Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

As (µg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Fe (mg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Mn (mg/kg)

a) b)

c)

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Mn (mg/kg)

0 500 1 000 1 500 2 000 2 500 3 000 3 500 4 000

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As (ug/kg)

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Fe (mg/kg)

Sequential extraction (Arsenic)

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4000

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

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4000

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

01000

2000

3000

4000

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33

40

44

49

51

52

54

Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

As (µg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Fe (mg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Mn (mg/kg)

a) b)

c)

Ca5(PO4)3(OH)

Fe3(PO4)2●8(H2O)

MnHPO4

0 50 100 150 200 250 300 350

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Mn (mg/kg)

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As (ug/kg)

0 5 000 10 000 15 000 20 000 25 000 30 000 35 000

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Fe (mg/kg)

Sequential extraction (Arsenic)

01000

2000

3000

4000

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33

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

01000

2000

3000

4000

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21

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33

40

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49

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54

Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

01000

2000

3000

4000

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

As (µg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Fe (mg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Mn (mg/kg)

a) b)

c)

0 50 100 150 200 250 300 350

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Mn (mg/kg)

0 500 1 000 1 500 2 000 2 500 3 000 3 500 4 000

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As (ug/kg)

0 5 000 10 000 15 000 20 000 25 000 30 000 35 000

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44

49

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52

54

Fe (mg/kg)

Sequential extraction (Arsenic)

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4000

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SampleA

s (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

01000

2000

3000

4000

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21

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40

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Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Sequential extraction (Arsenic)

01000

2000

3000

4000

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21

23

33

40

44

49

51

52

54

Sample

As (

ug

/kg

)HNO3

Oxalate+AA

Oxalate

NaAc

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

As (µg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Fe (mg/kg)

Reduced unit

Oxidised unitSam

ple

(depth

, m

)

Mn (mg/kg)

a) b)

c)

RESULTS and DISCUSSION Geochemical investigations, relationship between As and other elements at the water-solid interface

Simulated AsIII concentrations vs dissolved PO43-

Total AsIII = 104 µmol/l

R2 = 0.4826

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Dissolved PO43- (mg/l)

Dis

so

lved

As

III (

µg

/l)

Hfo = 100 g/l;pH = 7.1

Hfo = 100 g/l;pH = 6.3

Reducingaquifer

Hfo = 5 g/l; pH = 7.1

Hfo = 5 g/l; pH = 6.3

Simulated AsIII concentrations vs dissolved PO43-

Total AsIII = 28 µmol/l

R2 = 0.4826

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350

400

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Dissolved PO43- (mg/l)

Dis

so

lved

As

III (

µg

/l)

Hfo = 100 g/l;pH = 7.1

Hfo = 100 g/l;pH = 6.3

Reducingaquifer

Hfo = 5 g/l; pH = 7.1

Hfo = 5 g/l; pH = 6.3

High concentrations of As in the reducing unit can be simulated only if PO4

3--tot act as a major competing ion for sorption sites

RESULTS and DISCUSSION Groundwater flow modelling

MatlabR. M

eghnaLocal flow zone

Regional flow

14-C dating of groundwater

Calculated GW ages assuming a natural vertical

gradient (1%) only and K(vertical) = 1.5×10e-8 m/s

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Age (yr BP)

Dep

th (

m.b

.g.l

)

14C age Calculated

Local flow system

•…

RESULTS and DISCUSSION Groundwater flow modelling

SASMIT 3

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

285 ft

230 ft

170 ft

95 ft

55 ft

SASMIT 4

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

780 ft

247 ft

187 ft

100 ft

55 ft

SASMIT 5

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

780 ft

215 ft

215 ft

95 ft

35 ft

SASMIT 6

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

780 ft

290 ft

130 ft

100 ft

50 ft

SASMIT 7

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

760 ft

245 ft

175 ft

85 ft

45 ft

SASMIT 8

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

770 ft

330 ft

230 ft

175 ft

45 ft

SASMIT 9

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

740 ft

215 ft

145 ft

95 ft

30 ft

SASMIT 10

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

770 ft

85 ft

50 ft

SASMIT 11

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

740

125 ft

60 ft

SASMIT 12

-2

0

2

4

6

8

10

1216 1246 1276 1306 1336 1366 1396 1426 1456 1486 1516 1546 1576 1606 1636 1666 1696

740

265 ft

90 ft

45 ft

CONCLUSIONS

• Awareness made the local drillers change their installation practices, if the drillers can target safe aquifers, it would be a very viable mitigation option

• Groundwater composition correlates well with the colours of the aquifer sediments and adds to the explanation on As heterogenic distribution

• PO43--tot seems to be an important competing ion in the

system and mobilisation of As

• Fe and Mn are controlled by secondary carbonates and phosphates in the aquifers

• Two flow system is abundant

• Mn may pose a problem due to health consequences

• The risk for cross-contamination will depend on abstraction of groundwater for irrigation purposes

ACKNOWLEGEMENTS

Sida, MISTRA & Ramböll Foundation

THANK YOU!