Literature DB >> 21226536

Fecal contamination of shallow tubewells in Bangladesh inversely related to arsenic.

Alexander van Geen1, Kazi Matin Ahmed, Yasuyuki Akita, Md Jahangir Alam, Patricia J Culligan, Michael Emch, Veronica Escamilla, John Feighery, Andrew S Ferguson, Peter Knappett, Alice C Layton, Brian J Mailloux, Larry D McKay, Jacob L Mey, Marc L Serre, P Kim Streatfield, Jianyong Wu, Mohammad Yunus.   

Abstract

The health risks of As exposure due to the installation of millions of shallow tubewells in the Bengal Basin are known, but fecal contamination of shallow aquifers has not systematically been examined. This could be a source of concern in densely populated areas with poor sanitation because the hydraulic travel time from surface water bodies to shallow wells that are low in As was previously shown to be considerably shorter than for shallow wells that are high in As. In this study, 125 tubewells 6-36 m deep were sampled in duplicate for 18 months to quantify the presence of the fecal indicator Escherichia coli. On any given month, E. coli was detected at levels exceeding 1 most probable number per 100 mL in 19-64% of all shallow tubewells, with a higher proportion typically following periods of heavy rainfall. The frequency of E. coli detection averaged over a year was found to increase with population surrounding a well and decrease with the As content of a well, most likely because of downward transport of E. coli associated with local recharge. The health implications of higher fecal contamination of shallow tubewells, to which millions of households in Bangladesh have switched in order to reduce their exposure to As, need to be evaluated.

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Year:  2011        PMID: 21226536      PMCID: PMC3037737          DOI: 10.1021/es103192b

Source DB:  PubMed          Journal:  Environ Sci Technol        ISSN: 0013-936X            Impact factor:   9.028


Introduction

Filtration through aquifer sands reduces the likelihood of fecal contamination of groundwater by orders of magnitudes compared to surface water. There is growing evidence, however, that even sandy aquifers, and not merely aquifers contained within fractured rocks or karst deposits, are vulnerable to fecal contamination.(1) In Bangladesh and neighboring countries with large sedimentary basins draining the Himalayas, much of the attention has focused instead on elevated levels of arsenic (As) in shallow groundwater pumped from tubewells installed by millions of households.(2) This is justified because the burden of disease caused by drinking tubewell water containing As concentrations often 10−100 fold higher than the WHO guideline of 10 μg/L will be significant for decades to come.(3) There is concern, however, that certain forms of As mitigation could lead to the substitution of exposure to As with exposure to fecal contaminants.[4−6] This study evaluates this possibility for well-switching, the most effective form of As mitigation to date.(6) The present study focuses on the possibility of risk substitution caused by switching from a shallow (defined here as <36 m deep) private well that is high in As to a neighboring private well that is also shallow but low in As. Unless a deep well that is low in As has been installed nearby by the government or a nongovernmental organization, this has been the response of millions of households in Bangladesh after being informed that their well was high in As.[7−9] Dating of groundwater using the 3H3He method within a region with spatially variable As has previously demonstrated that groundwater is typically considerably younger in shallow low-As wells than in shallow high-As wells.(10) Further investigation has shown that differences in the age (and therefore As content) of shallow groundwater are related to the grain size of surface soils that cap the underlying aquifer.[11,12] Shallow groundwater can be <1 year old in villages where the sandy aquifer essentially extends to the surface and >10 year old at the same depth in neighboring villages where the shallow aquifer is instead capped by fine-grained clays and silts. Because attenuation of fecal contamination along a flowpath that starts in a shallow recharge zone depends on a combination of retention and die-off,[13−15] this raises the possibility that shallow aquifers containing young/low-As groundwater could be particularly vulnerable to microbial contamination. Such a contrasting influence of local geology on E. coli and As contamination of shallow aquifers was recently investigated in a pilot study comparing two villages of Bangladesh during the dry season and the wet season.(16) The present study takes this analysis further by comparing E. coli and As variability within villages rather than between villages and by taking into account local variations in population density.

Methods

Study Sites

Two densely populated and geologically comparable rural areas of Bangladesh were selected for this study (Figure 1a). The village of Char Para (23.796° N, 90.629° E) in Araihazar upazilla is located on a sand bar rising 1−3 m above surrounding fields and the meander of a small stream to the south (Figure 1b). Local recharge is likely an important factor that maintains As concentrations in shallow groundwater at generally low levels in the center of Char Para, with As concentrations increasing toward the periphery of the village.(17) Several hundred latrines scattered throughout the villages and approximately fifty ponds, many of which receive discharge from latrines, are potential sources of fecal pollution to the shallow aquifer of Char Para. In Matlab upazilla (Figure 1c), the six villages of Barahaldia (23.370° N, 90.646° E), Sardarkandi (23.352° N; 90.656° E), Shakharipara (23.356° N, 90.646° E), Farazikandi (23.360° N, 90.637° E), Namapara (23.361° N, 90.628° E), and Shankibhanga (23.370° N, 90.623° E) cover a range of depositional environments and groundwater As concentrations.(18) The rural sanitation infrastructure in the region ranges from simple septic tanks built of concrete rings to defecation directly into ponds and does not differ markedly between Araihazar and Matlab. The location of each household within the study areas was recorded with hand-held GPS units to calculate the population residing within a given distance from each monitored well (Supporting Information).
Figure 1

Distribution of monitored wells including (a) a country map showing location of the two study areas, with close-ups at the same scale of (b) Char Par and small local stream and (c) six villages in Matlab and the Meghna River. Maps in (b) and (c) are on the same scale. The colored circles in the two study areas indicate the location of a total of 125 shallow (6−36 m) wells with at least 10 months of data, color-coded according to the frequency of E. coli detection in January−November. White circles show the location of households surrounding around each monitored well whose population was enumerated by surveys conducted in 2008 and 2009. In Char Para, black dots indicate the location of all wells surveyed in 2009; in Matlab, black dots correspond to wells blanket-tested for As in Matlab in 2002−2003.(18) Wells are concentrated in the villages; surrounding areas without wells typically correspond to cultivated fields. Also shown by a double black line in (c) is a flood-control embankment bisecting the study area in Matlab. Additional maps are included in the Supporting Information.

Distribution of monitored wells including (a) a country map showing location of the two study areas, with close-ups at the same scale of (b) Char Par and small local stream and (c) six villages in Matlab and the Meghna River. Maps in (b) and (c) are on the same scale. The colored circles in the two study areas indicate the location of a total of 125 shallow (6−36 m) wells with at least 10 months of data, color-coded according to the frequency of E. coli detection in January−November. White circles show the location of households surrounding around each monitored well whose population was enumerated by surveys conducted in 2008 and 2009. In Char Para, black dots indicate the location of all wells surveyed in 2009; in Matlab, black dots correspond to wells blanket-tested for As in Matlab in 2002−2003.(18) Wells are concentrated in the villages; surrounding areas without wells typically correspond to cultivated fields. Also shown by a double black line in (c) is a flood-control embankment bisecting the study area in Matlab. Additional maps are included in the Supporting Information.

Precipitation and Water Levels

Daily rainfall was measured in Barahaldia village starting in June 2008; data gaps were filled on the basis of rainfall data from Chittagong (Supporting Information). Fluctuations in the level of surface water and groundwater were recorded starting in September 2008 by installing data-logger pressure transducers (Solinst, Georgetown, ON, Canada) in a pond and a shallow well in Barahaldia, respectively. Pond water levels were only occasionally measured in Char Para in 2009, but groundwater levels were measured with an electric tape over the entire sampling period.

Well Sampling and As Analysis

Starting in May 2008, 33 and 92 shallow household wells in Char Para and the six Matlab villages were sampled quasi-monthly until October and November 2009, respectively. Duplicate 100 mL samples of well water were collected for microbial analysis in sterile vials and stored in the dark at ∼4 °C for up to 8 h before processing. Water was also collected without filtration in 20 mL scintillation vials with PolySeal caps. These samples were acidified to 1% HCl with high-purity acid at least one week prior to analysis by high-resolution inductively coupled plasma mass spectrometry (HR ICP-MS[21,22]). Internal consistency standards included with each run indicate a reproducibility better than 3% (1 standard deviation) in the 50−500 μg/L range of As concentrations.

Microbial Determinations

The most probable number (MPN) of total coliforms and E. coli in well water samples was determined using a U.S. EPA-approved commercial culture kit (Colilert, IDEXX Laboratories, Inc., Westbrook, Maine) according to the manufacturer’s directions. To combine duplicate measurements, positive wells in both trays were summed and converted to a MPN and 95% CI on the assumption that E. coli were homogeneously distributed in well water.(19) In this study, a sample was considered positive for E. coli if both replicates contained detectable E. coli (i.e., ≥ 1 MPN/100 mL). To determine the significance of a difference in the proportion of wells with detectable E. coli for different categories of wells, we used the approximation ±2 [p (1 − p)/n]1/2 to estimate 95% confidence intervals (CIs), where p is the proportion of months when E. coli was detected for the group of wells (a binary outcome) and n is the number of months when well water from the group of wells was analyzed.(20) Further details about the surveys, sampling, and measurements, as well as a test of As toxicity to E. coli in groundwater collected from a subset of wells, are provided in the Supporting Information.

Results

The precipitation pattern in 2008 and 2009 was typical of the monsoonal climate of the region, with heavy rainfall during the months of April through October and little if any rain during the remaining months (Figure 2a). In response, water levels in ponds monitored inside the embankment in Matlab and Char Para varied by ∼1 m between the dry and wet season. Relatively deep ponds were selected for monitoring; many ponds dry out entirely during winter. The seasonal range in groundwater levels measured within the embankment in Matlab is somewhat wider (∼1.5 m), more so outside the embankment (2.5 m) and even more so in Char Para (4 m). The difference between surface and groundwater levels is a roughly constant 0.5 m downward within the embankment in Matlab over much of the year (downward head gradient of 0.05 given the 10 m depth of the monitoring well), with the exception of March and April when groundwater and pond levels were essentially the same (Figure 2a). The limited pond data available from Char Para indicate a more pronounced difference of 2 m between the pond and groundwater (downward gradient of 0.2) in June 2009 and no significant gradient later in August through October.
Figure 2

Time series of data from the two study areas. (a) Variations in water levels measured in Char Para (one 10 m deep well and a pond, both referenced to the land elevation near the well) and inside the embankment in Matlab (one pond inside the embankment and two 10 m deep wells inside and outside the embankment, respectively; all referenced relative to the land elevation at the well monitored inside the embankment). Also shown is weekly precipitation measured in Matlab, with data gaps filled using adjusted rainfall data from Chittagong. (b) Monthly variations in the fraction of shallow (6−36 m) wells with detectable E. coli in the two study areas separated in three categories according to their As content. Also shown are 95% CIs for the lowest and highest category of As concentrations; the confidence intervals for the intermediate category are comparable but not shown for clarity. The time of sampling was shifted by a few days between different categories, also for clarity.

Time series of data from the two study areas. (a) Variations in water levels measured in Char Para (one 10 m deep well and a pond, both referenced to the land elevation near the well) and inside the embankment in Matlab (one pond inside the embankment and two 10 m deep wells inside and outside the embankment, respectively; all referenced relative to the land elevation at the well monitored inside the embankment). Also shown is weekly precipitation measured in Matlab, with data gaps filled using adjusted rainfall data from Chittagong. (b) Monthly variations in the fraction of shallow (6−36 m) wells with detectable E. coli in the two study areas separated in three categories according to their As content. Also shown are 95% CIs for the lowest and highest category of As concentrations; the confidence intervals for the intermediate category are comparable but not shown for clarity. The time of sampling was shifted by a few days between different categories, also for clarity.

Fecal Indicator Distribution

Groundwater was sampled from the monitored tubewells in duplicate on a total of 2389 occasions between May 2008 and November 2009. The 95% confidence intervals (Supporting Information) for duplicate samples overlap in 96% of all cases. E. coli was detected 1023 times in duplicate samples, i.e., on 43% of all sampling occasions. Average E. coli concentrations calculated from duplicates were within ranges of 1−10, 10−100, and 100 to over the maximum quantifiable of 2000 MPN/100 mL on 710 (30%), 223 (9%), and 90 (4%) sampling occasions, respectively. The frequency of E. coli detection (>1 MPN/100 mL) over a year was calculated for each of the 125 wells having data available for at least 10 out of 11 months of the year (no wells were sampled in December 2008), averaging the result if a well was sampled in the same month in 2008 and 2009. Such averaging avoids over-representing those months that were sampled twice in the annual mean. Not a single well remained free of E. coli in duplicate samples throughout the sampling period. E. coli was detected between four and six months of the year in a majority of the wells (67 out of 125, i.e., 54%). E. coli was detected no more than four months of the year in only 25 (20%) of the total of 125 wells monitored. Groundwater pumped from the remaining 33 (26%) most-impacted wells contained detectable levels of E. coli between six and nine months of the year. Annually averaged E. coli detection frequencies for the entire set of 125 wells do not follow any clear geographic pattern (Figure 1b, c). Wells frequently contaminated with E. coli are interspersed with less contaminated wells within individual villages, including the more densely sampled villages of Char Para in Araihazar and Bara Haldia in Matlab.

Well Arsenic

Unlike E. coli concentrations, the As content of groundwater changed relatively little over time. Of the 116 wells from which two samples collected in August 2008 and March 2009 were analyzed by HR ICP-MS (the remaining 9 wells were analyzed for As only once), concentrations in the <1−500 μg/L range varied in all but 4 cases by less than 25% or less than 30 μg/L. The group of 125 shallow wells that were monitored is divided roughly equally between average As concentrations below the WHO guideline of 10 μg/L (n = 37), within the 10−50 μg/L (n = 49) range, and above the Bangladesh standard of 50 μg/L (n = 39). The distribution of As is mixed in the villages of Char Para in Araihazar and Bara Haldia in Matlab that were densely sampled (Figure S1 of the Supporting Information). Low-As wells were specifically targeted in the five other villages of Matlab where high-As wells otherwise dominate.(18)

E. coli Time Series

Concentrations of E. coli in individual wells were highly variable from one month to the next across the entire range of annual frequencies of E. coli detection. E. coli concentrations occasionally exceeded 100 MPN/100 mL in wells for which E. coli was undetectable for much of the year. Conversely, E. coli levels were at times undetectable for wells typically containing 10 MPN/100 mL E. coli. Despite the variability of E. coli levels, there is a broad seasonal pattern defined by the entire set of wells (Figure 2b). In July−November 2008 and again in June 2009 and in September−November 2009, more than half the wells contained detectable levels of E. coli. This contrasts with May 2008 and March 2009 when E. coli was detected in less than one-quarter of the wells. The proportion of wells with detectable E. coli containing up to 10 μg/L As was greater than for wells with >50 μg/L As for 15 out of a total of 18 months (Figure 2b). For wells containing 10−50 μg/L, this was the case for only 10 out of 18 months. Considering months individually, the 95% CIs for the proportion of wells with detectable E. coli generally overlap, although not in August 2008 when E. coli was detected in 70 ± 15% (n = 37) of wells with As concentrations up to 10 μg/L and in 33 ± 15% (n = 39) of wells with >50 μg/L As. There is a systematic decline in the proportion of wells with detectable E. coli across the three categories of As concentrations during four months of the dry season (January−April) and as well as four of months of the wet season (May−August), but the differences are statistically significant for both seasons only between the lowest and the highest As category (Figure 3a).
Figure 3

Proportion of wells with detectable E. coli in three categories of tubewell As concentrations distinguishing (a) 4 months of the dry season and 4 months of the wet season, (b) whether a well required priming over the entire year, (c) the presence and quality of a platform over the entire year, and (d) the depth of a well relative to the average of 14 m over the entire year. The number of wells in each category is listed along with error bars correspond to the 95% CI. The number above each error bar indicates the total number of months of annually averaged data included in the calculation for that particular category of wells.

Proportion of wells with detectable E. coli in three categories of tubewell As concentrations distinguishing (a) 4 months of the dry season and 4 months of the wet season, (b) whether a well required priming over the entire year, (c) the presence and quality of a platform over the entire year, and (d) the depth of a well relative to the average of 14 m over the entire year. The number of wells in each category is listed along with error bars correspond to the 95% CI. The number above each error bar indicates the total number of months of annually averaged data included in the calculation for that particular category of wells.

Potential Confounding Factors

For 43 wells out of the set of 125 that were monitored, priming was required on 6−38% of the sampling occasions but was not systematically associated with higher rates of E. coli detection across the three categories of As concentrations (Figure 3b). A concrete platform prevented standing water from seeping right around the annulus of 65 of the 125 monitored wells but was broken or nonexistent for the remaining wells. This potential source of contamination was again not associated with systematically higher E. coli levels across the three categories of As concentrations, however (Figure 3c). Unlike the previous pilot study conducted in two villages within Araihazar,(16) there is no systematic pattern in the depth distribution of wells monitored within the study area. The proportion of wells meeting the Bangladesh standard of 50 μg/L As is higher for wells shallower than the average of 14 m (86%) compared to deeper wells (46%), however. Despite this association between As and depth, the data show no detectable effect of well depth on the relation between As and detection of E. coli (Figure 3d).

Population Density

The household survey counted a total population of 7077 distributed across 1479 households living within a radius of up to ∼200 m of the monitored wells. Two-thirds of the households are composed of up to 5 members; the remaining third of households range from 6 to 19 members in size. On average, 20 people live within a distance of 25 m of a monitored well, and the population roughly triples for every doubling of the distance from each well. The average population living within a distance of 25 m of a monitored well is somewhat higher in Matlab (21) compared to Char Para (16). Detection of E. coli was systematically compared to population density, taking into account both As levels and platform quality. The strongest correlation (r2 = 0.42, p = 0.004) is observed between E. coli detection during the wet season and population density within 25 m of a well for the subset of 18 wells with a good platform and As > 50 μg/L (Figure 4). The relationship is more scattered but still significant for 29 wells with a good platform containing 10−50 μg/L As (r2 = 0.28, p = 0.003). There is no relationship between E. coli detection and population density for wells containing up to 10 μg/L As. The relationship between E. coli detection in May−August and population density remains significant when considering all wells with As concentrations >50 μg/L (r2 = 0.23, p = 0.002), but not when considering wells without a platform or with a broken platform only (Table S1 of the Supporting Information). Almost as striking as these correlations is the lack of any significant relationship for regressions of E. coli detection as a function of population density during the dry season or over the entire year, regardless of the As concentration or the presence of a platform. The spatial scale of the correlation is also quite restricted because the correlation between E. coli and population density is no longer significant for distances from a well ranging from 50 to 200 m (Supporting Information), even during the wet season and for the 18 wells with a good platform and As > 50 μg/L. The data suggest a local impact of population density on fecal contamination of shallow aquifers that manifests itself only during a particular time of the year and only for certain types of wells.
Figure 4

Comparison of the detection frequency of E. coli as a function of population density within 25 m of a well with a good platform for three categories of As concentrations. Regression coefficients for other time spans and categories of wells are listed in Table S1 of the Supporting Information; the corresponding plots are in Figure S4 of the Supporting Information.

Comparison of the detection frequency of E. coli as a function of population density within 25 m of a well with a good platform for three categories of As concentrations. Regression coefficients for other time spans and categories of wells are listed in Table S1 of the Supporting Information; the corresponding plots are in Figure S4 of the Supporting Information.

Discussion

The high proportion of tubewells samples in Araihazar and Matlab that periodically contain detectable levels of E. coli is not a surprise. A number of previous studies relying on proven sampling and analytical methods have reported the presence of fecal indicators in groundwater in the Bengal Basin (16,23−25), and many more studies have done so for other sedimentary basins in both developing and industrialized countries. The main finding of this study is the inverse relationship between fecal contamination and groundwater As, which has implications for microbial transport as well as As mitigation. Arsenic toxicity could have provided an alternative explanation for the observed decline in E. coli detection frequency as a function of As. However, the incubations of contaminated groundwater clearly indicate that E. coli tolerates As concentrations orders of magnitude higher than ambient levels, at least in the short term (Table S2 of the Supporting Information). An effect on E. coli of chronic exposure to lower As levels cannot be ruled out but seems unlikely given this organism’s well-documented detoxification mechanisms.[26−28]

Pathways of Fecal Contamination

The proportionality observed between the frequency of E. coli detection in well water during the monsoon and population density for certain categories of wells suggests a link that could reflect variations in overlying fecal source strength coupled with infiltration of surface contaminants into the aquifer. The population enumerated in the area surrounding each monitored well provides a plausible proxy for sources such as latrines because population and latrine density are closely related throughout rural Bangladesh.(29) The assumption underlying much of the following discussion is that the features of the E. coli data reflect infiltration on a lateral scale of ∼25 m (based on the decline in the significance of the correlations at greater distances) rather than along the annulus, even though tubewells are typically not grouted in Bangladesh. Such a contribution cannot be ruled out, although a dominant role seems unlikely given the observation that there is no systematic difference in E. coli detection for wells with and without a platform (Figure 2). We cannot rule out either the occasional contamination of well water due to backflow from the handpump, especially during the monsoon when hot and humid air could promote E. coli growth within a handpump. Because E. coli generally die off rapidly in the subsurface, infiltration from a chronically contaminated surface source would have to occur within weeks to months,(14) even if E. coli have been found in uncontaminated soils (30,31) and can grow under some natural conditions.(32) The presence of E. coli at 6−36 m depth would therefore require preferential flow paths of the type usually observed in karstic or fractured terrain and less so in sandy aquifers.[1,15] On the other hand, only a very small fraction of contaminated surface water would be needed to attain an E. coli concentration of ∼10 MPN/100 mL by mixing given that ponds often contain 100,000 MPN/100 mL.(16) Whereas most bacterial transport studies at the field or lab scale indicate rapid filtration of E. coli and limited transport through sand, there is often also a small fraction of bacteria that does not attach to the sediment.[13,15,33] Seasonal variability in the fraction of wells with detectable E. coli is consistent with rapid transport and harder to reconcile with long-lived E. coli that die off slowly and are gradually filtered along a flow path. Gradual filtration could also have been expected to produce a depth dependence of contamination with E. coli. This is not observed, at least within the 6−36 m depth range of the monitored wells (Figure 3d). If preferential flow contaminates shallow aquifers in Bangladesh, why would the connection become apparent only during part of the year and only for certain types of wells? One possible explanation for the first observation is that decreasing groundwater levels during the dry season gradually disconnect the shallow aquifer from a vadoze zone that is contaminated with E. coli due to surrounding latrines and contaminated ponds. Unsaturated conditions in the subsurface are known to inhibit bacterial transport relative to saturated conditions through various mechanisms.(34) The minimum in E. coli detection also corresponds, however, to a period when surface and groundwater levels are essentially equal and, unlike other times of the year, there is no hydraulic gradient favoring the downward transport of fecal contaminants. The relative importance of groundwater level and flow direction cannot be determined from the available data. Even these two mechanisms cannot entirely explain the observed patterns because the frequency of E. coli doubled from March to April 2009, while the level of groundwater remained constant and the vertical hydraulic gradient close to zero over the same period (Figure 2). The onset of precipitation during this transition, which could conceivably flush downward fecal matter accumulated in surface soils during the dry season, suggests yet another contributing and perhaps dominant factor that is consistent with a connection between E. coli levels and population density during the wet season only. Even if the physical forcing of rapid downgradient transport of E. coli remains uncertain, the observed decline in detection frequency with increasing As concentrations is consistent with a hydrogeological feature of shallow Bangladesh aquifers previously established on the basis of 3H3He dating of groundwater relative to the time of recharge. The range of depths and As concentrations of shallow wells monitored in Char Para and Matlab are comparable to six nests of monitoring wells from Araihazar previously used to document a broad increase of As concentrations with groundwater age.(10) This relationship has been linked to variations in the surface permeability of soil that modulate the rate of local recharge as well as the buildup of As in shallow aquifers.(11) The available data from Araihazar indicate that shallow groundwater that is <1 year old and contains <10 μg/L As is found in depositional environments where sandy aquifers essentially extend to the surface. Such aquifers would be particularly prone to microbial contamination, whereas fine-grained sediment overlying older aquifers with typically As concentrations >50 μg/L As could be expected to offer some protection. The new data suggests such a hydrogeological connection might play a role even if the rapid preferential flowpaths leading to fecal contamination of shallow aquifers are probably not the same as those that set the bulk chemistry of groundwater, including As and 3H3He ages. Unlike the relation to population density, there is no a priori reason to expect a linear relation between As concentrations and the frequency of E. coli detection. Nevertheless, a bivariate regression of E. coli detection over the entire year for all platforms combined (n = 125) yields coefficients for population density (p = 0.03) and As concentrations (p = 0.03) that are both significant and of the expected sign. Including depth as an independent variable in the regression combining all wells does not affect the outcome, and the regression coefficient for depth is not significantly different from zero. In contrast to the present study, which takes advantage of variations within villages, the importance of depth or other potential village-level differences for fecal contamination could not be ascertained in the previous pilot study conducted in Araihazar.(16) Bivariate regressions of E. coli detection frequency as a function of population density and As for wells without a good platform does not yield statistically significant results for any time of the year. This suggests that conditions conducive to fecal contamination such as low As concentrations (i.e., a sandy setting) or the lack of a protective platform obscure the impact of population density without markedly increasing the level of fecal contamination. The main caveat of our interpretation is that highly localized microbial contamination along the annulus of the well cannot be ruled out. Such an extreme case of short-circuiting of the flow paths that control the bulk composition of groundwater could in fact potentially generate some of the observed patterns, including enhanced transport of E. coli during the monsoon and some degree of proportionality of fecal contamination to local population density. If sealing around the annulus of a well after installation is influenced by the grain size of surface sediment, then more frequent contamination of low-As wells might be expected because surface permeability has been shown to affect the As content of shallow aquifers on a broader scale.(11)

Health Implications

According to the WHO,(35) drinking water containing 1−100 MPN/100 mL E. coli carries a low to moderate risk of significant health effects. The results of extensive well sampling across time and space reported here confirm the widespread presence of E. coli almost throughout the year, except for the driest months at levels of up to 100 MPN/100 mL. Of potential significance in the context of As mitigation is the finding that shallow tubewells that meet the WHO guideline of 10 μg/L for As in drinking water are more likely to contain detectable levels of E. coli and, therefore, potentially also pathogens.(36) The significance of this finding is independent of the fact that the pathway for fecal contamination of shallow groundwater remains insufficiently understood. The relevance of drinking groundwater even moderately contaminated with fecal matter compared to other modes of contracting diarrheal disease in rural Bangladesh is presently unknown. At the same time, there is growing evidence of widespread and long-term disease caused by drinking well water containing high levels of As.(37) In the absence of further knowledge about the health implications of the observed increase in fecal contamination of tubewell water, well-switching to reduce As exposure should therefore continue. Future mitigation campaigns, however, should be cognizant of the levels of microbial contamination of shallow tubewells documented in this study.
  27 in total

1.  Microbiological analysis of tube-well water in a rural area of Bangladesh.

Authors:  M S Islam; A Siddika; M N Khan; M M Goldar; M A Sadique; A N Kabir; A Huq; R R Colwell
Journal:  Appl Environ Microbiol       Date:  2001-07       Impact factor: 4.792

2.  Rural drinking water at supply and household levels: quality and management.

Authors:  Bilqis A Hoque; Kelly Hallman; Jason Levy; Howarth Bouis; Nahid Ali; Feroze Khan; Sufia Khanam; Mamun Kabir; Sanower Hossain; Mohammad Shah Alam
Journal:  Int J Hyg Environ Health       Date:  2006-06-09       Impact factor: 5.840

Review 3.  Evaluation of data from the literature on the transport and survival of Escherichia coli and thermotolerant coliforms in aquifers under saturated conditions.

Authors:  J W A Foppen; J F Schijven
Journal:  Water Res       Date:  2006-01-23       Impact factor: 11.236

4.  Considerations for conducting incubations to study the mechanisms of As release in reducing groundwater aquifers.

Authors:  Kathleen A Radloff; Anya R Manning; Brian Mailloux; Yan Zheng; M Moshiur Rahman; M Rezaul Huq; Kazi M Ahmed; Alexander van Geen
Journal:  Appl Geochem       Date:  2008-11       Impact factor: 3.524

5.  As(III) and Sb(III) uptake by GlpF and efflux by ArsB in Escherichia coli.

Authors:  Yu-Ling Meng; Zijuan Liu; Barry P Rosen
Journal:  J Biol Chem       Date:  2004-02-16       Impact factor: 5.157

6.  Tubewell water quality and predictors of contamination in three flood-prone areas in Bangladesh.

Authors:  S P Luby; S K Gupta; M A Sheikh; R B Johnston; P K Ram; M S Islam
Journal:  J Appl Microbiol       Date:  2008-04-18       Impact factor: 3.772

7.  Community wells to mitigate the arsenic crisis in Bangladesh.

Authors:  Alexander van Geen; K M Ahmed; A A Seddique; M Shamsudduha
Journal:  Bull World Health Organ       Date:  2003-11-14       Impact factor: 9.408

8.  Prevalence of arsenic exposure and skin lesions. A population based survey in Matlab, Bangladesh.

Authors:  Mahfuzar Rahman; Marie Vahter; Mohammad Abdul Wahed; Nazmul Sohel; Mohammad Yunus; Peter Kim Streatfield; Shams El Arifeen; Abbas Bhuiya; Khalequz Zaman; A Mushtaq R Chowdhury; Eva-Charlotte Ekström; Lars Ake Persson
Journal:  J Epidemiol Community Health       Date:  2006-03       Impact factor: 3.710

9.  The effect of arsenic mitigation interventions on disease burden in Bangladesh.

Authors:  Kamalini M Lokuge; Wayne Smith; Bruce Caldwell; Keith Dear; Abul H Milton
Journal:  Environ Health Perspect       Date:  2004-08       Impact factor: 9.031

10.  Reduction in urinary arsenic levels in response to arsenic mitigation efforts in Araihazar, Bangladesh.

Authors:  Yu Chen; Alexander van Geen; Joseph H Graziano; Alexander Pfaff; Malgosia Madajewicz; Faruque Parvez; A Z M Iftekhar Hussain; Vesna Slavkovich; Tariqul Islam; Habibul Ahsan
Journal:  Environ Health Perspect       Date:  2007-02-05       Impact factor: 9.031

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  29 in total

1.  Transport of E. coli in Aquifer Sediments of Bangladesh: Implications for Widespread Microbial Contamination of Groundwater.

Authors:  John Feighery; Brian J Mailloux; A S Ferguson; Kazi Matin Ahmed; Alexander van Geen; Patricia J Culligan
Journal:  Water Resour Res       Date:  2013-07-01       Impact factor: 5.240

2.  Effect of deep tube well use on childhood diarrhoea in Bangladesh.

Authors:  V Escamilla; B Wagner; M Yunus; P K Streatfield; A van Geen; M Emch
Journal:  Bull World Health Organ       Date:  2011-05-20       Impact factor: 9.408

3.  Comparison of fecal indicators with pathogenic bacteria and rotavirus in groundwater.

Authors:  Andrew S Ferguson; Alice C Layton; Brian J Mailloux; Patricia J Culligan; Daniel E Williams; Abby E Smartt; Gary S Sayler; John Feighery; Larry D McKay; Peter S K Knappett; Ekaterina Alexandrova; Talia Arbit; Michael Emch; Veronica Escamilla; Kazi Matin Ahmed; Md Jahangir Alam; P Kim Streatfield; Mohammad Yunus; Alexander van Geen
Journal:  Sci Total Environ       Date:  2012-06-14       Impact factor: 7.963

4.  Unsealed tubewells lead to increased fecal contamination of drinking water.

Authors:  Peter S K Knappett; Larry D McKay; Alice Layton; Daniel E Williams; Md J Alam; Brian J Mailloux; Andrew S Ferguson; Patricia J Culligan; Marc L Serre; Michael Emch; Kazi M Ahmed; Gary S Sayler; Alexander van Geen
Journal:  J Water Health       Date:  2012-12       Impact factor: 1.744

5.  Hand-pumps as reservoirs for microbial contamination of well water.

Authors:  Andrew S Ferguson; Brian J Mailloux; Kazi M Ahmed; Alexander van Geen; Larry D McKay; Patricia J Culligan
Journal:  J Water Health       Date:  2011-12       Impact factor: 1.744

6.  Implications of fecal bacteria input from latrine-polluted ponds for wells in sandy aquifers.

Authors:  Peter S K Knappett; Larry D McKay; Alice Layton; Daniel E Williams; Md J Alam; Md R Huq; Jacob Mey; John E Feighery; Patricia J Culligan; Brian J Mailloux; Jie Zhuang; Veronica Escamilla; Michael Emch; Edmund Perfect; Gary S Sayler; Kazi M Ahmed; Alexander van Geen
Journal:  Environ Sci Technol       Date:  2012-01-11       Impact factor: 9.028

7.  Microbes enhance mobility of arsenic in pleistocene aquifer sand from Bangladesh.

Authors:  Ratan K Dhar; Yan Zheng; Chad W Saltikov; Kathleen A Radloff; Brian J Mailloux; Kazi M Ahmed; Alexander van Geen
Journal:  Environ Sci Technol       Date:  2011-03-15       Impact factor: 9.028

8.  Human and livestock waste as a reduced carbon source contributing to the release of arsenic to shallow Bangladesh groundwater.

Authors:  K J Whaley-Martin; B J Mailloux; A van Geen; B C Bostick; K M Ahmed; I Choudhury; G F Slater
Journal:  Sci Total Environ       Date:  2017-04-04       Impact factor: 7.963

9.  Protective benefits of deep tube wells against childhood diarrhea in Matlab, Bangladesh.

Authors:  Jennifer Jane Winston; Veronica Escamilla; Carolina Perez-Heydrich; Margaret Carrel; Mohammad Yunus; Peter Kim Streatfield; Michael Emch
Journal:  Am J Public Health       Date:  2013-02-14       Impact factor: 9.308

10.  Importance of Reversible Attachment in Predicting E. Coli Transport in Saturated Aquifers From Column Experiments.

Authors:  P S K Knappett; J Du; P Liu; V Horvath; B J Mailloux; J Feighery; A van Geen; P J Culligan
Journal:  Adv Water Resour       Date:  2014-01-01       Impact factor: 4.510

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