NSU Presentation 7Dec 2009 Alt

31
Arsenic in tubewell water and approaches for sustainable mitigation Md. Jakariya

Transcript of NSU Presentation 7Dec 2009 Alt

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Arsenic in tubewell water and

approaches for sustainablemitigation

Md. Jakariya

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 1.Global and national extent of arsenic

contamination

2. Challenges to mitigate the arsenic problem

3. Approaches for sustainable mitigation

papers

Presentation Outline

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 Arsenic in the Indus-Ganges-Meghna-Brahmaputra River System

Bangladesh 

Primary sources of arsenic:

Himalayan and surroundingregion

Arsenic is transportedthrough the sediments bythe river Ganges-Indus (andtheir tributaries) up to the

Bengal/Indus Delta. India 

Nepal  

Himalaya 

Pakistan 

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•There are 8-10 million wells;

•Approximately 30% exceeds

BDWS;

•>50% exceeds WHO guidelinevalue;

•25-30 million people are

exposed to arsenic poisoning;

•Mitigation and patient

identification are limited

considering the magnitude of 

the problem.0

10

20

30

40

50

   %  o   f   T  e  s   t  e   d   W  e   l   l  s

< 0.01 0.01-0.05 > 0.05

Arsenic Concentrations (mg/L)

29.19 30.15

21.3612.93

65.16

23.5929.12

0

20

40

60

80

100

   B  A   M   W

  S   P  (   1  9  0   )

   U   N   I  C   E   F  (   4

   5   )

   W  o  r   l  d    V   i  s

   i  o  n  (   1  3   )

   W   P   P  (   1

   5   )

   D  A   N   I   D  A

  (   8   )

  A  A   N  (   0  1   )

   T  o   t  a   l  (   2   7

  2   )

Organizaion (No of Upazila)

   %  o   f   T  e  s   t  e   d   T   W

Arsenic in the groundwater of the

Bengal Delta Plain (BDP)

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 Approaches for sustainable mitigation

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Assessment of the effectiveness of field test

kit results (n=12,532) and its validation 

(k=0.91, p<0.01)(k=0.92, p<0.01)Kappa test (k)

0.910.92Specificity

0.980.99Sensitivity

5.12.3False Negative (%)

3.64.4False Positive (%)

7464Prevalence (%)

WHO drinkingwater guideline

(10 µg/L)

BWDS level(50 µg/L)

Indices for validation of the

field kit results

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 Comparison between Merck field kit and

laboratory (AAS) results

Average 87%Average 91%12,532 (100)Total

99991253 (10)>500

99906141 (49)100-499

9870877 (7)50-99

8687 501 (4)25-49

4798376 (3)10-24

95993384 (27)0-9.9

10 µg/L level50 µg/L level

Percentage of TWs detected

correctly (%)

Total number 

of TWsscreened*

Concentration

range (in µg/L)

*The values in parentheses represent the percentage of TWs in respective categories

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Findings on developing testing

methodology

Merck kit could be used for mass scale As detection inTW water in Bangladesh (99% sensitivity);

As concentration between (10-24) for 10 µg/L and (50-99)

for 50 µg/L cut-off levels are mostly misclassified andneed to be reanalyzed in laboratory;

Field kit allows screening quickly in the presence of enthusiastic crowd, which helps to raise people’s

awareness about the As problem;

In order to reduce false identification severalprecautionary measures (eg. proper training, temp.humidity etc.) need to be ensured.

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Approach II:

Identify sustainable mitigation option (s)

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Problems encountered by users of 

different alternative safe water options

Option Water source Major disadvantages

PSF Surface Many ponds used for fish-culture with use of poison to kill

predator fishes. High initial load of bacteria in pond waters.Acceptability not universal.

RWH Rainwater Rains not uniformly abundant in all areas; There is little or 

no rain in dry season. Prohibitive cost for poor households.

Arsenicremoval

filters 

Arsenic-contaminated

groundwater 

Effectiveness in removing arsenic questionable,Unaffordable, Disposal of sludge is environmentally

problematic, Expensive and thus less sustainable on a long-

term basis particularly for poorer households.

Dugwell Sub-surface Susceptible to bacteriological contamination, May dry up

during winter, Presence of manganese, iron, and arsenic in

some wells.Deep

wells 

Deep aquifer 

(>250m)

More expensive than tubewells; Some uncertainties as a

long-term source for arsenic-safe water.

Piped

water  

Deep aquifer 

or treated

surface water 

Expensive for country-wide adoption, Requires organization

to run.

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71

95

85

100

67

0 10 20 30 40 50 60 70 80 90 100

Dugwells (231)

PSF (37)

RWH (90)

 Arsenic removal filters

(10,569)

Bishudhya Filters (30)

 Active Inactive

%

0

17

80

100

10

0 10 20 30 40 50 60 70 80 90 100

Re-installation of TWs (60)

PSF (23)

RWH (147)

 Arsenic removal filters (10,569)

Bishudhya Filters (210)

 Active Inactive%

Functional stautus of 

different alternative

safe water options

(revised in 2004)

a) Sonargaon & Jhikargachha

upazilas (1999-2004)

b) Matlab upazila (2001-2004)

b)

a)

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Findings on identifying sustainable

options 

Less than 2% of the total provided options werefound to be in operation;

Instead, two new peoples’ driven initiative

emerged: Preferred use of arsenic safe tubewells;

Reinstallation of tubewells below 55-100mdepth instead of previous common depth of 

20-30m. Identification of sustainable alternative safe

water options might be still needed for areaswhere none of the above methods would beapplicable.

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Objective III:

Validate a people’s driven initiative for 

sustainable source of drinking water 

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Litholog based on local driller 

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Prediction of risk for high

arsenic groundwater 

REDOFF-

 WHITE

 WHITEBLACK 

RISK 

High Neglible?

REDOX

Very reduced Less reduced

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Classification of samples: local

drillers vs. Munsel colour code

a) Black b) White

c) Red d) Off-white

Black White Off-White Red

Sediment colour 

0.0

80.0

160.0

240.0

320.0

400.0

Asug/l

  Astot 

Black  White  Off-White  Red 

Sediment colour  

0.0 

4.0 

8.0 

12.0 

16.0 

20.0 

Fetot 

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Geological cross section of the aquifers 

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There were minor discrepancies between thedriller’s colour classification of the sedimentsand the Munsell description;

The chemical characteristics of thegroundwater correlate well with the colour of the aquifer sediments;

Through the use of the technical knowledge of local drillers, it may be possible to obtain safewater in many parts of Bangladesh.

Findings on validating peoples’ driven

initiative 

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Summary conclusions

Identified the method of field testing kit for screening and monitoring of As-contaminatedTWs;

The safe water options need to be identified

considering the geo-physical and socio-culturalaspects of the people of the respective villages;

Detailed scientific investigation needs to becarried out to validate local drillers initiative (i.e.

re-installation of TWs at targetted depths).

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Thanks for your attention

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Safe water coverage and the climate change issues

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Jakariya M, Vahter M, Rahman M, Wahed MA, Hore SK, Bhattacharya

P, Jacks G, Persson LA.. Screening of arsenic in tubewell water with

field test kits: Evaluation of the method from public health perspective.

Sci Total Environ, 2007, Vol. 379(2-3):167-75;

Jakariya M, von Bromssen M, Jacks G, Chowdhury AMR, Ahmed KM,

Bhattacharya P. Searching for a sustainable arsenic mitigation strategy

in Bangladesh: experience from two upazilas. Int. J. Environment and 

Pollution, 2007, Vol. 31, Nos. 3/4: 415-430;

von Bromssen M, Jakariya M, Bhattacharya P, Ahmed KM, Hasan MA,

Sracek O, Jonsson L, Lundell L, Jacks G. Targeting low-arsenic

aquifers in Matlab Upazila, Southeastern Bangladesh. Sci Total 

Environ, 2007, Vol. 379 (2-3):121-32.

Papers

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Controls on

Arsenic

Occurrences:

Depth/Sub-surface

Geology

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Deep Tubewell (DTW)

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Rain Water Harvester (RWH) 

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Pond Sand Filter (PSF)

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Rural piped water system

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Improved Dugwell

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Source: Peter Ravenscroft

Arsenic Concentration at

different cut-off levels

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Interpretation of kappa results :

Value of κ Strength of agreement

≤0.20 Poor 

0.21 - 0.40 Fair 

0.41-0.60 Moderate

0.61-0.80 Good

0.81-1.00 Very good

The kappa (κ) test is a test of agreement between two parameters-

e.g. between lab and field kit results in this particular case

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Colour scale of Merck sensitive arsenic filed testing kit

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Matlab Study Area

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Alcan Filter 

Arsenic Concentration change over time

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Arsenic Concentration change over time

(Laboratory analysis)

n=246 (Feb 1999- Sep 2001) 

3.7

46.749.6

0

10

20

30

40

50

60

   %

N h C t ti i d C t ti d d