| Literature DB >> 29360775 |
Freya Mills1, Juliet Willetts2, Susan Petterson3,4, Cynthia Mitchell5, Guy Norman6.
Abstract
Public health benefits are often a key political driver of urban sanitation investment in developing countries, however, pathogen flows are rarely taken systematically into account in sanitation investment choices. While several tools and approaches on sanitation and health risks have recently been developed, this research identified gaps in their ability to predict faecal pathogen flows, to relate exposure risks to the existing sanitation services, and to compare expected impacts of improvements. This paper outlines a conceptual approach that links faecal waste discharge patterns with potential pathogen exposure pathways to quantitatively compare urban sanitation improvement options. An illustrative application of the approach is presented, using a spreadsheet-based model to compare the relative effect on disability-adjusted life years of six sanitation improvement options for a hypothetical urban situation. The approach includes consideration of the persistence or removal of different pathogen classes in different environments; recognition of multiple interconnected sludge and effluent pathways, and of multiple potential sites for exposure; and use of quantitative microbial risk assessment to support prediction of relative health risks for each option. This research provides a step forward in applying current knowledge to better consider public health, alongside environmental and other objectives, in urban sanitation decision making. Further empirical research in specific locations is now required to refine the approach and address data gaps.Entities:
Keywords: decision making; faecal waste; options assessment; pathogens; public health; risk assessment; urban sanitation; wastewater
Mesh:
Substances:
Year: 2018 PMID: 29360775 PMCID: PMC5858256 DOI: 10.3390/ijerph15020181
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Contributions and limitations of existing tools and approaches to estimate pathogen flows and health risks and inform decision making.
| Approach | Description | Assessment of Approach or Tool (in Relation to Estimating Pathogen Flows and Health Risks to Inform Decision-Making) | |
|---|---|---|---|
| Contributions | Limitations | ||
| Shit Flow Diagram (SFD) [ | - Advocacy and decision-support tool that assesses the fate of excreta in urban areas based on secondary data and stakeholder interviews or primary field research | - Relatively simple diagram for identifying the major service failures and advocating improvements across the service chain | - The approach does not specifically identify health/pathogen hazards as the approach does not consider the volume of excreta flows, or pathogen concentrations or exposure, and hence it is not a risk assessment tool |
| Material Flow Analysis (MFA) | - Systematic assessment of stocks and flows of material within a defined system in space and time [ | - Quantifies flow and load considering changes (i.e., treatment) and interconnected pathways, can therefore quantify the effect on the entire system if one part is changed | - Quantifies the system inputs and outputs but not the impact/consequence or spatial aspects |
| Quantitative Microbial Risk Assessment (QMRA) | - Method to quantitatively assess scientific data in the context of estimated health outcomes due to the potential or actual exposure to infectious microorganisms [ | - Considers the difference in pathogens’ infectivity and health effects and the different frequency, volume and proportion of population exposed through different pathways | - Often based on limited samples of indicator organisms due to cost and difficulty of measuring pathogens in low-income countries |
| Sanipath [ | - Assesses exposure to faecal contamination in urban neighbourhoods based on questionnaires, field surveys and environmental microbiology samples | - Detailed assessment of behaviours to understand site-specific child and adult exposure including dose and frequency | - Exposure is based on |
| Sanitation Safety Planning (SSP) [ | - Risk assessment approach to systematically identify and manage health risk along the sanitation chain and guide investment based on health risks | - Draws on local knowledge to identify health hazards and exposure pathways | - Risk assessment of likelihood and severity is subjective and may not be informed by sufficient evidence |
| Rapid Participatory Sanitation SystemRisk Assessment (RPSSRA) [ | - Draws on local community knowledge and their perception of their environment to derive risk scores based on a set of pre-defined indicators | - Identifies local behaviours, status of services and contextual factors that influence exposure risks | - Risks are not health focused and the predefined indicators are site specific and subjective |
| BORDA risk mapping [ | - Guide to planning sanitation based on mapping existing services, environment and health data to identify priority and challenging areas | - Spatial analysis of priority locations due to multiple hazards; informs option selection based on physical and economic factors | - Requires detailed spatial data |
| Technology options assessments (various) | - The EAWAG Sanitation Compendium [ | - Detailed description of individual technologies, including their performance against criteria or indicators | - Health aspects, if included, are typically qualitative and limited to a broad assessment of whether an exposure or health risk exists |
| Microbial Exposure and Health Assessments in Sanitation Technologies and Systems [ | - Assessment of the health risks of each technology in the EAWAG Sanitation Compendium based on risk ratio for diarrhoea infection or helminthiasis | - Assessment of system performance to remove all four classes of pathogens | - Unclear how the risk ratio (infection per 10,000 p/y) is calculated |
| Saniplan [ | - Excel-based decision support tools, developed for India, considering infrastructure and service improvements and financial planning | - Considers entire sanitation service chain and based on current service performance (access, service quality, efficiency, finance) | - Suggested improvements based on comparison of key performance indicators (e.g., % households with improved sanitation) rather than health risks |
| Sanitech [ | - Tool for assessing options in Indian cities, based on spatial data, physical constraints and cost | - Comparison based on cost, coverage and environmental treatment performance | - Health risks not considered in selection or comparison of improvement options |
| Citywide planning tools (various) | - Various planning tools focus on the steps for implementing planning, including Community-Led Urban Environmental Sanitation Planning (CLUES) [ | - Highlight the importance of a participatory approach and of considering local conditions and service status, typically along entire sanitation service chain | - Health often not included in criteria used for comparison of options (Citywide Sanitation Strategy, PAS) |
Figure 1Conceptual approach to compare health risks of urban sanitation improvement options.
Figure 2Example system diagram of flow divisions and related exposure points.
Figure 3Steps of the spreadsheet-based model developed to apply the conceptual framework.
Inputs to model for Dhaka (Bangladesh) base case.
| Toilet discharge | 25% | 21% | 54% * | ||
| ST supernatant portion of ST flows | 50% | ||||
| Discharge of septic tank supernatant: | 3% | 49% | 2% (no outlet) | ||
| Conveyance as per toilet to sewer or drain | To ground/groundwater | ||||
| Sewer/Drain overflows | 25% | 25% | Sludge emptied | 12% | |
| Sewer/drain leakage ** | 2% | 2% | Not-emptied/stored on-site | 83% | |
| Continues in sewer/drain | 73% | 73% | Overflow to ground | 5% | |
| Treatment | 43% | 1% | Local drain | 73% | |
| Waterway | 52% | 89% | River | 23% | |
| Agriculture reuse ** | 5% | 10% | Land-not used | 2% | |
| Land-reuse | 1% | ||||
| Treatment | 1% | ||||
| Waterway | 90% | River | 20% | ||
| Agriculture reuse ** | 10% | Land-not used | 75% | ||
| Land-reuse | 5% | ||||
Note: This table is also shown as a tree-diagram in Supplementary Materials Figure S1. * The Dhaka SFD report [60] states that it does not include pit latrines due to data only reporting septic tanks, although it recognises that it is unlikely these are all standard septic tanks, particularly in low income areas. ** Leakage and reuse have been added for the purpose of illustrative application. The values for the percentage of systems emptied is based on previous World Bank estimate for the SFD [59], rather than the assumption in the Water, Engineering and Development Centre (WEDC) 2015 report that systems with an outlet do not require emptying.
Figure 4Illustrative outputs from the base case highlighting the importance of considering pathogens classes separately and calculating health risk in DALY to reveal priority points of exposure pathways.
Figure 5Illustrative output from the base case highlighting the significant pathways and relative contribution to health risk of different pathogens in each pathway.
Change in DALY per person per day from base case (based on exposure frequency and proportion of population exposed for Adults).
| Improvement Option (Refer to Base Case in | Household Environment | Groundwater | Local Drain | Community Drain | Downstream Waterway | Fresh Produce | Downstream Environment | Total | Explanation of the Results. |
|---|---|---|---|---|---|---|---|---|---|
| 1a. Reduce leakage from sewer and drain into groundwater (as 25% population assumed to use groundwater daily for drinking) | 0% | 0% | 0% | 0% | 0% | A very small change in leakage flows from sewer and drain (2% change) resulted in an overall reduction in health risk, despite a slight increase in risk in relation to downstream waterways | |||
| 1b. Reduce groundwater use for drinking by half by providing an alternative water supply | 0% | 0% | 0% | 0% | 0% | 0% | The health risk associated with the groundwater pathway was significantly reduced. Groundwater risk reduction by providing an alternative water supply may have a greater positive impact than reducing groundwater pollution (1a). | ||
| 2. Cover local drains | 0% | 0% | 0% | 0% | 0% | 0% | Covering drains reduced exposure and related health risks through this pathway, and resulted in a major overall reduction in health risk due to significance of this pathway. | ||
| 3a. Toilet and septic tank effluent to sewer (not drain) | 0% | 0% | 0% | Reduction of faecal flows to open drain reduces subsequent exposure at local and community drains, but moves pathogen flows so increases risk at household due to no improvement in the sewer overflow/flooding. | |||||
| 3b. Improve conveyance (reduce flooding and leakage) | 0% | 0% | Reducing flooding and leakage reduces health risk in the immediate household area and in groundwater, although without improving treatment there was a slight increased downstream risk in waterways and food produce. | ||||||
| 3c. Increase sewer discharge that reaches treatment plant | 0% | 0% | 0% | 0% | 0% | There is a reduced health risk associated with downstream waterways and food produce, however the overall health risk reduction is medium, as this option fails to address risks associated with upstream pathways. | |||
| 3d. Improve wastewater conveyance (3a, 3b and 3c) | 0% | Addressing all issues with improved conveyance reduced the health risk associated with all pathways and results in a major overall reduction in health risk. | |||||||
| 4a. Increase sludge emptying | 0% | 0% | Increasing sludge emptying frequency has the potential to increase risk, as unemptied (stored) sludge was assumed to have no exposure. While emptying benefits the septic tank effluent quality, (i.e., reduced pathogen hazard in this effluent), without also improving conveyance and sludge treatment the results show a significantly increased health risks in the downstream environment, so overall there was only a small reduction in health risk. | ||||||
| 4b. Increase sludge emptying and its delivery to sludge treatment plant | 0% | 0% | Increasing emptying and delivery to treatment reduced health risk in the downstream environment, however the population exposed was small so the overall reduction in health risk is small. | ||||||
| 5. Improve faecal sludge treatment and wastewater treatment | 0% | 0% | 0% | 0% | 0% | Traditional treatment solution that only addresses downstream exposure pathways. This option only resulted in a small reduction in overall health risk since emptying and conveyance were unchanged. | |||
| 6. Cover drains, reduce groundwater use, discontinue reuse of untreated sludge and wastewater for food production | 0% | 0% | A non-traditional solution that addresses the key exposure pathways and resulted in the highest overall reduction in health risk compared to the base case. | ||||||
| Legend: | Change in DALY pppy from base case | Improvement in health risk | Worsen health risk | Relative change | No change | Small (±1–3%) | Medium (±4–13%) | High | |
| 0% |