| Literature DB >> 29678324 |
Karen E Setty1, Jerome Enault2, Jean-Francois Loret2, Claudia Puigdomenech Serra3, Jordi Martin-Alonso4, Jamie Bartram5.
Abstract
Water Safety Plans (WSPs), recommended by the World Health Organization since 2004, can help drinking water suppliers to proactively identify potential risks and implement preventive barriers that improve safety. Few studies have investigated long-term impacts of WSPs, such as changes in drinking water quality or public health; however, some evidence from high-income countries associates WSP implementation with a reduction in diarrheal disease. To validate the previously observed linkages between WSPs and health outcomes, this time series study examined site-specific relationships between water-related exposures and acute gastroenteritis rates at three locations in France and Spain, including the role of WSP status. Relationships between control or exposure variables and health outcomes were tested using Poisson regression within generalized additive models. Controls included suspected temporal trends in disease reporting. Exposures included temperature, precipitation, raw water quality, and finished water quality (e.g., turbidity, free chlorine). In France, daily acute gastroenteritis cases were tracked using prescription reimbursements; Spanish data aggregated monthly acute gastroenteritis hospital visits. The models identified several significant relationships between indicators of exposure and acute gastroenteritis. Lag times of 6-9 days (including transit time) were most relevant for hydrological indicators (related to precipitation, runoff, and flow) at the two French sites, indicative of viral pathogens. Flush events (defined as surface runoff after a two-week antecedent dry period) linked to nonpoint source pollution were associated with a 10% increase in acute gastroenteritis rates at one location supplied by surface water. Acute gastroenteritis rates were positively associated with elevated turbidity average or maximum values in finished water at locations supplied by both surface and groundwater, by about 4% per 1-NTU increase in the two-week moving average of daily maxima or about 10% per 0.1 NTU increase in the prior month's average value. In some cases, risk appeared to be mitigated by WSP-related treatment interventions. Our results suggest drinking water exposure is associated with some potentially preventable gastrointestinal illness risk in high-income regions.Entities:
Keywords: Chlorine (PubChem CID: 24526); Climate; Drinking water; Gastrointestinal illness; Risk management
Mesh:
Substances:
Year: 2018 PMID: 29678324 PMCID: PMC5999030 DOI: 10.1016/j.ijheh.2018.04.001
Source DB: PubMed Journal: Int J Hyg Environ Health ISSN: 1438-4639 Impact factor: 5.840
Characteristics of study locations including country, population served, water source, and treatment scheme. Location aliases are retained as a nested sample from an earlier study (Setty et al., 2017).
| Location | Country | Population served | Water source(s) | Treatment scheme |
|---|---|---|---|---|
| 1 | France | 43,000 | Surface water | Coagulation/sedimentation, rapid sand filtration, ozonation, GAC filtration, utrafiltration, pH stabilization, chlorination |
| 3 | France | 43,000 | Groundwater | Pre-oxidation (Cl2; ClO2 prior to 2012), GAC filtration, UV, chlorination |
| 5 | Spain | 148,000 | Surface and groundwater | Pre-oxidation (ClO2), coagulation/sedimentation, rapid sand filtration, (50% to line 1) ozonation/GAC filtration, (50% to line 2) ultrafiltration/reverse osmosis, remineralization, chlorination |
GAC = granular activated carbon.
Time periods of data availability at each study location. Location aliases are retained as a nested sample from an earlier study (Setty et al., 2017).
| Location | Data Availability | Data | Water Safety Plan (WSP) |
|---|---|---|---|
| 1 | 1 Jan 2010 – 31 Oct 2015 (5.8 years) | Daily | 1 Jan 2011 – 31 Oct 2011 (10 months) |
| 3 | 13 Aug 2010 – 31 Dec 2015 (5.4 years) | Daily | 13 Nov 2012 – 20 Dec 2013 (13 months) |
| 5 | 1 Jan 2006 – 31 Dec 2016 (11 years) | Monthly | 1 Jan 2008 – 31 Dec 2009 (24 months) |
Data availability at each study location (Y = yes, N = no, N/A = not applicable, partial data specified by year).
| Variables | Location 1 | Location 3 | Location 5 |
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| Air Temperature | Y | Y | Y |
| Precipitation | Y | Y | Y |
| River Flow | Y | N/A | N |
| Temperature (Raw Water) | N | N | Y |
| Turbidity (Raw Water) | N | 2012–15 | Y |
| UV absorption (Raw Water) | N | N | Y |
| Turbidity (Finished Water) | N | Y | Y |
| Free Cl (Finished Water) | N | Y | Y |
| Daily Flow (Finished Water) | N | 2012–15 | Y |
| Amount and % Surface Water | N/A | N/A | Y |
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| Month/Day/Weekday | Y | Y | Y |
| Holidays (Work/School) | Y | Y | Y |
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| Acute Gastroenteritis Cases | Y | Y | Y |
| Population (offset) | Y | Y | Y |
Due to reporting delays for locations 1 and 3, extrapolated population data were used for 2015.
Descriptive statistics for continuous and count variables considered for inclusion in the models at each location.
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| Variable | Units | # Days | % Missing | % Non-Zero | Min | Median | Mean | Max | Variance |
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| Cases | /day | 2130 | 0% | 96.6% | 0 | 12 | 12.7 | 55 | 78.5 |
| Rate | cases/ 1000 person-days | 2130 | 0% | 96.6% | 0 | 0.252 | 0.273 | 1.20 | 0.036 |
| Air Temp | °C | 2081 | 2.3% | > 99.9% | −8.1 | 12.8 | 12.4 | 29.5 | 43.7 |
| Precipitation | mm | 2081 | 2.3% | 42.3% | 0 | 0 | 1.7 | 50.0 | 17.1 |
| River Flow | m3/s | 2129 | < 0.1% | 100% | 46.7 | 152.0 | 221.9 | 865.0 | 2.71E4 |
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| Variable | Units | # Days | % Missing | % Non-Zero | Min | Median | Mean | Max | Variance |
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| Cases | /day | 1967 | 0% | 97.9% | 0 | 12 | 14.3 | 123 | 140.9 |
| Rate | cases/ 1000 person-days | 1967 | 0% | 97.9% | 0 | 0.281 | 0.335 | 2.96 | 0.078 |
| Air Temp | °C | 1953 | 0.7% | 100% | −5.4 | 14.8 | 14.5 | 30.6 | 39.5 |
| Precipitation | mm | 1953 | 0.7% | 40.1% | 0 | 0 | 2.2 | 49.6 | 25.8 |
| Turbidity (Fin. Water) | NTU | 1960 | 0.4% | 99.7% | 0 | 0.23 | 0.33 | 9.92 | 0.29 |
| Turbid Max (Fin. Water) | NTU | 1960 | 0.4% | 99.7% | 0 | 0.34 | 0.79 | 10.02 | 2.75 |
| Free Cl (Fin. Water) | mg/L | 1961 | 0.3% | 96.7% | 0 | 0.12 | 0.13 | 0.61 | 3.7E−3 |
| Free Cl Min (Fin. Water) | mg/L | 1961 | 0.3% | 87.4% | 0 | 0.08 | 0.08 | 0.52 | 2.5E−3 |
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| Variable | Units | # Mos | % Missing | % Non-Zero | Min | Median | Mean | Max | Variance |
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| Cases | /month | 132 | 0% | 99.2% | 0 | 4 | 4.8 | 15 | 7.1 |
| Rate | cases/ 1000 person-days | 132 | 0% | 99.2% | 0 | 0.028 | 0.033 | 0.101 | 3.28E−4 |
| Air Temp | °C | 132 | 0% | 100% | 11.0 | 21.7 | 21.9 | 34.3 | 36.0 |
| Precipitation | mm | 132 | 0% | 99.2% | 0 | 30.4 | 45.0 | 223.6 | 1961.4 |
| Water Temp | °C | 132 | 0% | 100% | 7.32 | 17.90 | 17.37 | 28.03 | 40.26 |
| Turbidity (Raw Water) | NTU | 132 | 0% | 100% | 4.64 | 120.70 | 215.67 | 943.64 | 5.23E4 |
| Turbid Max (Raw Water) | NTU | 132 | 0% | 100% | 13.00 | 2300 | 4871 | 39000 | 4.48E7 |
| UV Abs. (Raw Water) | /100 cm | 132 | 0% | 100% | 6.59 | 10.91 | 11.59 | 20.28 | 7.49 |
| Turbidity (Fin. Water) | NTU | 132 | 0% | 100% | < 0.01 | 0.17 | 0.17 | 1.03 | 0.01 |
| Turbid Max (Fin. Water) | NTU | 132 | 0% | 100% | 0.17 | 0.64 | 8.91 | 540 | 4058 |
| TOC (Fin. Water) | mg/L | 131 | 0.8% | 100% | 0.38 | 1.30 | 1.56 | 4.13 | 0.63 |
| Free Cl (Fin. Water) | mg/L | 132 | 0% | 100% | 0.69 | 0.96 | 0.96 | 1.24 | 0.01 |
| Free Cl Min (Fin. Water) | mg/L | 132 | 0% | 68.2% | 0 | 0.21 | 0.24 | 0.64 | 0.04 |
| Flow (Fin. Water) | × 103m3/day | 132 | 0% | 100% | 113.9 | 280.4 | 313.6 | 2318.9 | 4.52E4 |
| % Surface vs. Groundwater | % | 132 | 0% | 100% | < 1 | 76 | 73 | 97 | 4 |
Values for air temperature and precipitation were missing from February 21–28 of each year at location 1.
Fig. 1Daily acute gastroenteritis incidence rates (cases/day) comprising all exposure pathways at location 1.
Fig. 2Daily acute gastroenteritis incidence rates (cases/day) comprising all exposure pathways at location 3.
Fig. 3Monthly acute gastroenteritis incidence rates (cases/month) comprising all exposure pathways at location 5.
Significance of linear parameter estimates regressing acute gastroenteritis rates on individual exposure variables over tested lag times (in days prior to case reporting) prior to introduction of control variables at locations 1 and 3 (p < 0.1*, p < 0.01**, p < 0.001*** with adaptive Holm adjustment). If significant, shading indicates a positive linear association. For continuous variables, bold indicates significant nonlinearity. Boxes show variables and associated lag times included in final models after introduction of controls.
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Model form for testing univariable lag times: ln(Cases/Population) = β0 + β1*Exposure + … + β15*Exposure + spline1(Exposure) + … + spline15(Exposure).
All-ages acute gastroenteritis incidence rate ratios for the linear component of only significant exposure variables (at specified lag times prior to case reporting) from the final model at each location.
| Location | Parameter | Parameter Estimate | P-Value | Rate Ratio (RR) | RR 95% Confidence Interval | Percent Change (RR-1)/RR | Significantly Nonlinear? |
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| 1 | Flush (days 6–8) | 0.109 | 0.003 | 1.115 | 1.035, 1.200 | 10.3% | N/A |
| Precipitation (days 6–8) | −0.011 | < 0.001 | 0.989 | 0.983, 0.996 | −1.6% | No | |
| 3 | Air Temp (day 1) | −0.009 | < 0.001 | 0.991 | 0.987, 0.994 | −0.9% | Yes |
| Turbid Max (days 0–15) | 0.042 | < 0.001 | 1.043 | 1.024, 1.061 | 4.3% | Yes | |
| 5 | Air Temp (month 1) | −0.264 | 0.029 | 0.768 | 0.608, 0.969 | −30.3% | No |
| Precipitation (month 1) | 0.025 | 0.043 | 1.025 | 1.001, 1.050 | 2.5% | No | |
| Flow Fin. | 0.009 | 0.002 | 1.009 | 1.003, 1.014 | 0.9% | No | |
| Turbid Fin. (month 1) | 0.101 | 0.025 | 1.106 | 1.014, 1.206 | 9.6% | No | |
| Free Cl | −0.177 | 0.011 | 0.837 | 0.733, 0.956 | −19.4% | No |
For interpretation, estimates are scaled from a one-unit change to a 0.1-unit change for finished water average turbidity (NTU) and free chlorine (mg/L) at location 5. Estimates are scaled from a 1-unit change to a 10-unit change for precipitation (mm) and finished water flow (× 103 m3/day) at location 5.
Fig. 4Trended nonlinear relationship between 6–8-day precipitation moving average and acute gastroenteritis rate ratio at location 1, with 95% confidence band (spline χ2 = 4.82, p = 0.443).
Fig. 5Trended nonlinear relationship between the one-day lag of air temperature and acute gastroenteritis rate ratio at location 3, with 95% confidence band (spline χ2 = 10.83, p = 0.013).
Fig. 6Trended nonlinear relationship between the 0–15 day moving average of daily maximum turbidity in finished water and acute gastroenteritis rate ratio at location 3, with 95% confidence band (spline χ2 = 10.53, p = 0.015).
All-ages acute gastroenteritis incidence rate ratios for the linear component of relevant variables (at specified lag times prior to case reporting) tested after stratification of data into time periods before and after WSP implementation at each location.
| Location | WSP Status | Parameter | Parameter | P-Value | Rate Ratio | RR 95% Confidence | Percent Change | Significantly |
|---|---|---|---|---|---|---|---|---|
| 1 | Before (n = 365) | Flush (days 6–8) | 0.148 | 0.046* | 1.160 | 1.000, 1.345 | 16.0% | N/A |
| Before (n = 365) | Precipitation (days 6–8) | −0.002 | 0.799 | 0.998 | 0.981, 1.015 | −0.2% | No | |
| After (n = 1420) | Flush (days 6–8) | 0.099 | 0.033* | 1.104 | 1.006, 1.212 | 10.4% | N/A | |
| After (n = 1420) | Precipitation (days 6–8) | −0.012 | 0.002* | 0.988 | 0.980, 0.996 | −1.2% | Yes | |
| 3 | Before (n = 823) | Turbid Max (days 0–15) | 0.042 | 0.087 | 1.043 | 0.993, 1.094 | 4.3% | Yes |
| After (n = 741) | Turbid Max (days 0–15) | −0.008 | 0.669 | 0.992 | 0.954, 1.031 | −0.8% | No | |
| 5 | Before (n = 24) |
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| After (n = 84) | Precipitation (month 1) | 0.047 | 0.011* | 1.048 | 1.011, 1.086 | 4.8% | Yes | |
| After (n = 84) | Flow Fin. | 0.010 | 0.002* | 1.010 | 1.004, 1.016 | 1.0% | No | |
| After (n = 84) | Turbid Fin. (month 1) | 0.113 | 0.103 | 1.119 | 0.978, 1.281 | 11.9% | No | |
For interpretation, estimates are scaled from a one-unit change to a 0.1-unit change for finished water average turbidity (NTU) at location 5. Estimates are scaled from a 1-unit change to a 10-unit change for precipitation (mm) and finished water flow (× 103 m3/day) at location 5.