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Environmental Tracer Applications in Aquifers with Elevated Arsenic Concentrations in Bangladesh
Stute, M, Horneman, A, Schlosser, P, Zheng, Y, van Geen, A, Santella, N, Smethie, W, Ho, D, Ahmed, KM, and Hoque, MA Columbia University, Lamont-Doherty Earth Observatory, Barnard College, Queens College, Dhaka University Abstract for the 2006 annual Geological Society of America meeting in Denver, 7-10 November. Session on tracers in hydrogeology. Distributions of 3H/3He, atmospheric noble gases, CFCs, and SF6 were determined in aquifers in Bangladesh with elevated dissolved Arsenic concentrations. Tracer distributions provide evidence for degassing during recharge and rapid recharge caused by flooding. Comparison of groundwater 3H+3He data with 3H concentrations in precipitation suggests that some samples are affected by mixing with pre-bomb groundwater. CFC 11 and 12 concentrations in this reducing environment decline rapidly as a function of 3H/3He age at rates of ~0.4 to ~6 yr-1 and Publish... command tutorial 2 of 2 7/11/ :22 PM from ~0.25 to ~5 yr-1, respectively. SF6 ages were generally higher than 3H/3He ages, most likely due to interactions with subsurface gas phases. SF6 was found in 3H-free deeper groundwater indicating the occurrence of natural SF6 in Bangladesh aquifers. 3H/3He-derived recharge rates are consistent with hydraulic estimates. A tight relationship between arsenic and groundwater age implies that hydrogeology plays an important role in determining the variability of Arsenic concentrations in Bangladesh. Supported by: USEPA/NIEHS SBRP 1 P42 ES10349
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[As] – a global problem http://www.bgs.ac.uk/arsenic/Bangladesh/
BGS and DPHE (2001)
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As drinking water standards
World Health Organization (WHO) guideline: 10 mg/L US standard mg/L Bangladesh standard for drinking water: 50 mg/L Range in Bangladesh: <1 to over 1000 mg/L
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Health effects of (chronic) As exposure
Early studies in Taiwan, Argentina, and Chile Cardiovascular disease Skin lesions (few years of exposure) Cancers of the skin, lung, liver, and bladder (several decades of exposure) Children’s intellectual function
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Arsenic in Bangladesh 25 million people > 50µg/L (Bangladesh standard) 51 million people > 10µg/L (US/WHO standard) BAMWSP (Bangladesh Arsenic Mitigation and Water Supply Program)
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Why is there [As] in Bangladesh?
Need: In Bangladesh: As in groundwater => 1000 ug/L As(III) As in sediment 1-10 mg/kg As in sediments (not much) Organic matter Reducing conditions (no oxygen) BGS and DPHE (2001)
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Bangladesh is a flat place
Well As (ug/L) WHO guideline Bangladesh standard Zheng et al., 2004 BGS/DPHE (2001)
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…and complicated (heterogeneous)
Surface, last glacial maximum Fig. 2 Simplified hydrogeological section through north-central Bangladesh (after Ravenscroft 2003). The lithological section is derived from several hundred individual logs reported by BADC (1992) that have been averaged as the most probable lithology in each 3-m depth slice within the local administrative unit (union) through which the line of section passes. Lower case ‘g’ (grey) and ‘b’ (brown) denote the dominant sand colour. The bold dotted line shows the inferred position of the land surface during the last glacial maximum. Large arrows show the general direction of regional groundwater flow. The depth of the section represents the varying average depth of wells in each area, which is governed by the greater thickness of clays and lower permeability of sands beneath the Madhupur Tract. Permeability and EC data are also from BADC (1992). Iron data are from Davies and Exley (1992) Local, intermediate, and regional flow systems Ravenscroft et al., 2005
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Araihazar One of 464 thanas (counties) in Bangladesh
Population: 300,000 Size: 170 km2 Population density: 1800 people/km2 Sources: C. Small, LDEO, Landsat 7 image from USGS EROS Data Center, Sioux Falls, SD, 1991 National Census.
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High spatial variability
Arsenic in 5,966 wells
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As - depth distribution in Araihazar
6000 wells Van Geen et al., 2002
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Wellnests
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Wellnests in Araihazar
C E G F B H
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Stute et al, 2007 Pickens et al., 1978
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Hydraulic heads show large variation
B Zheng et al., 2005
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Conceptual model dry => wet season wet => dry season
BGS and DPHE, 2001
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…but hydraulic gradients are still small
G5/CW G3 F5 F3 E5 E3 C5 C4 BP6 BP3 AP6 AP2 Banana Bridge -4 -3 -2 -1 1 2 hydraulic head relative to local river (m a.s.l.) A B C E F G river Lower heads in depper aquifer indicates downward flow, shallow aquifer drains into local stream
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Shallow Depth Profiles
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4 types of samples: Precipitation (A) Surface waters (B)
Groundwater (C) Rice fields C)
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Precipitation (mm/month)
-12 -10 -8 -6 -4 -2 2 4 6 8 Sep-03 Dec-03 Mar-04 Jun-04 Sep-04 Dec-04 Mar-05 date d18O (‰) 50 100 150 200 250 300 350 400 Precipitation (mm/month) 1 3 5 river 6 river 7 9 10 river Precipitation
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d18O over time
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Time series, SW8 )
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Cl- over time 150 100 50 150
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Groundwater ‘dating’ with 3H and 3He
1 10 100 1000 1950 1960 1970 1980 1990 2000 Shillong Yangoon Allahabad Dhaka Groundw. 3 H (TU) year b 3H He T1/2 = 12.43y 3H/3He age t: 3H, 3H+3He as dye 3H/3He as radioactive clock Use of:
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One field site as example
Residence time 10’s of y 1000’s of y Site A, Zheng et al., 2005
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Processes controlling He & Ne concentrations
He (ccSTP/g) Ne (ccSTP/g) A B C E F G ASW+air Degassing during recharge CE model No degassing correction for 3H/3He CE degassing and excess air correction for CFCs and SF6 excess air Solubility equilibrium radiogenic He degassing
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Noble gas & water temperature
4 6 8 10 12 14 16 18 20 21 22 23 24 25 26 27 28 Twater TNG depth (m) Temperature (C) shallow water temp very consistent: 26oC lower NGT due to O2 consumption? increased pressure in unsaturated zone as a result of flooding?
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Groundwater 3H+3He & 3H in precipitation
Stute et al., 2007 3H+3He%time2
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3H/3He age and [As] Fairly uniform increase of As concentrations with 3H/3He age Hydrology important factor controlling variability of As concentrations Stute et al., 2007 As%age3
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Two potential mechanisms:
As mobilization kinetics slow: groundwater accumulates As at a ~uniform rate As mobilization kinetics fast: dissolved As equilibrates quickly with solid phase As, shorter groundwater residence time higher degree of As removal Lower dissolved As concentration
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Laboratory studies Release rate (unamended): 90-110 mgL-1yr-1
Radloff et al, 2007
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‘dating’ with CFCs, SF6 and 3H/3He
Plummer et al., 2000
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CFCs in groundwater CFCs are almost completely degraded expected
3H/3He recharge year Horneman et al., in press
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CFCs in soil air Groundwater is likely sink for CFCs in unsaturated zone Horneman et al., in press
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CFC degradation rate in groundwater
0.1 1 10 100 4 8 12 Time (yr) % CFC of expected MW-A MW-C MW-F CFC-12 Site CFC-11 yr -1 CFC-12 A ~0.4 to ~0.5 ~0.25 to ~0.3 C ~5.1 to ~6 ~4.8 to ~5 F ~1.3 to ~1.5 ~1.6 Degradation rate => Degradation: CFC-11 > CFC-12
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SF6 in soil air => SF6 excess in local atmosphere
Horneman et al., in prep.
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SF6 in groundwater Detectable SF6 in 3H- free groundwater
Horneman et al., in prep.
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3H/3He and SF6 ages Horneman et al., in prep.
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Potential explanations?
Partitioning into organic phases? Exchange with (old) bubbles? Figure 7 Comparison of the noble gas corrected SF6 concentrations and 3H/3He calculated groundwater ages. Lines show expected SF6 for water in contact with atmosphere at 26°C as well as the effects of gas exchange with trapped (initially SF6 free) old air at different air-to-water ratios, retardation by a peat layer, and the cumulative effect of 0.27% and 2.83% organic carbon in sands and silts. Horneman et al., in prep.
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Options? Remediation options Existing wells Alternative sources
New wells Surface water As removal Well switching Shallow wells Deep wells Pond water Rain collection Safi 3-kolshi Tube well sand filter Maintenance Monitoring Bacterial growth Spatial variability Social resistance Dug wells Seasonality Pathogens $50 for 150 ft Installation Distribution Pond sand filter 50 ea. Bacteria 1/100 Aquaculture Boiling Rainwater harverster 1 $160/$40 ea. Storage-seasonality
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