| Literature DB >> 27053920 |
Laura A Onyango1, Chloe Quinn2, Keng H Tng2, James G Wood1, Greg Leslie2.
Abstract
Potable reuse is implemented in several countries around the world to augment strained water supplies. This article presents a public health perspective on potable reuse by comparing the critical infrastructure and institutional capacity characteristics of two well-established potable reuse schemes with conventional drinking water schemes in developed nations that have experienced waterborne outbreaks. Analysis of failure events in conventional water systems between 2003 and 2013 showed that despite advances in water treatment technologies, drinking water outbreaks caused by microbial contamination were still frequent in developed countries and can be attributed to failures in infrastructure or institutional practices. Numerous institutional failures linked to ineffective treatment protocols, poor operational practices, and negligence were detected. In contrast, potable reuse schemes that use multiple barriers, online instrumentation, and operational measures were found to address the events that have resulted in waterborne outbreaks in conventional systems in the past decade. Syndromic surveillance has emerged as a tool in outbreak detection and was useful in detecting some outbreaks; increases in emergency department visits and GP consultations being the most common data source, suggesting potential for an increasing role in public health surveillance of waterborne outbreaks. These results highlight desirable characteristics of potable reuse schemes from a public health perspective with potential for guiding policy on surveillance activities.Entities:
Keywords: drinking water outbreaks; failure events; potable reuse; public health; syndromic surveillance
Year: 2016 PMID: 27053920 PMCID: PMC4818024 DOI: 10.4137/EHI.S31749
Source DB: PubMed Journal: Environ Health Insights ISSN: 1178-6302
Figure 1Schematic of search strategy used for drinking water outbreaks.
Alphanumeric coding system for failure events.
| NUMBER | REPRESENTATION |
|---|---|
| 1 | Catchment management and protection failure. |
| 2 | Water source extraction failure. |
| 3 | Treatment failure (Coagulation, flocculation, sedimentation, and filtration). |
| 4 | Disinfection system failure. |
| 5 | Distribution system failure. |
| A | Failure in upper management framework resulting in issues with operation and maintenance as well as assessment and mitigation of risks. |
| B | Failure due to breakage of equipment (cracked pipes, malfunctioning pumps, etc.) |
| C | Failure occurring due to poor engineering design resulting in a system that was not suitable to treat the capacity or composition of the raw water. |
| D | A failure in the system due to inadequate maintenance and monitoring of the plant. |
| E | A failure resulting from human error that involved a team without appropriate knowledge or expertise. |
Types of failures and outbreaks in developed countries from 2003 to 2013.
| COUNTRY | NO OF OUTBREAKS | FAILURE TYPES | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Australia | 7 | 1C | 5ACE | 5ACE | 5ACE | 1A | 3C | 1A | |||||
| Austria | 2 | 2C | 2C | ||||||||||
| Belgium | 2 | UNK | 5E | ||||||||||
| Canada | 4 | 3A | 2A | UNK | 5B | ||||||||
| China | 4 | 2BD | 4ABD | 1A | UNK | ||||||||
| Denmark | 3 | 5C | UNK | 5B | |||||||||
| England | 12 | 3A | 3A | 1AC | 3AE | 1BCD | 2CD | 1BD | 2CD | 2ACE | 2CD | UNK | 3A |
| Finland | 6 | 2ACE | 5BD | 5ACE | UNK | 1A | UNK | ||||||
| France | 2 | UNK | 5C | ||||||||||
| Greece | 3 | 1C | 1C | UNK | |||||||||
| Ireland | 9 | 1C | 1A | UNK | 1BD | 2AC | UNK | 1A | UNK | ||||
| Italy | 2 | 3AC | 4D | ||||||||||
| New Zealand | 3 | 2ACD | 3A | 1A | |||||||||
| Norway | 3 | 1ABD | 2CD | 5ACE | |||||||||
| Sweden | 4 | 1ABD | 2C | 5ACE | UNK | ||||||||
| Switzerland | 2 | 5ACE | 1A | ||||||||||
| Turkey | 2 | 2AC | 5ACE | ||||||||||
| USA | 11 | 1A | 1AC | 2BCDE | 3AC | 3AD | UNK | UNK | UNK | UNK | UNK | UNK | |
| Wales | 2 | 1C | UNK | ||||||||||
Note: *UNK indicates an outbreak with causative failure not identified.
Figure 2Microbial agents in pathogenic outbreaks.
Causes of outbreaks in developed countries from 2003 to 2013.
| Human error | • Cross connections between drinking water and wastewater during and after maintenance work |
| • Incorrectly positioned gutters into water storage unit following maintenance work | |
| • Poorly installed sewage systems | |
| • Miscommunication between operational staff and maintenance staff regarding disabled controls | |
| • Mixing of treated water with untreated supplies prior to distribution | |
| • Unqualified personnel handling water pipeline reconnections | |
| • Alarm noted but no action was taken | |
| • Backup switch disabled due to maintenance | |
| Infrastructural/institutional deficiencies | • Lack of physical source water protection from livestock contamination and effects of seasonal flow changes |
| • Seepage of sewage into drinking water systems | |
| • Porous and fractured aquifer | |
| • Old, blocked and leaking sewage pipes in close vicinity to drinking water systems | |
| • Negative pressure allowed contaminated groundwater to penetrate broken pipes | |
| • Poor risk identification and management | |
| • Backflow of partially treated wastewater into drinking supplies | |
| • Failure to meet regulatory approval of distance between a well and surface water (15 m) | |
| Treatment deficiencies | • No treatment in place |
| • Lack of adequate treatment | |
| • Obsolete treatment measures and devices | |
| • Lack of adequate testing devices | |
| • Poor water quality testing measures | |
| • Sewage directly released into surface source without treatment | |
| • Treatment plant offline for maintenance | |
| • Malfunctioning flow control meter led to automated fluoride dosing |
Figure 3Causes of pathogenic outbreaks.
Figure 4Alpha-numeric Categorization of Known Failures that Led to Outbreaks.
Comparative assessment of two different potable reuse schemes.
| SCHEME FEATURES | GROUNDWATER REPLENISHMENT SYSTEM (GWRS) | NEW GOREANGAB WATER RECLAMATION PLANT (NGWRP) |
|---|---|---|
| Water delivery | • Indirect potable reuse | • Direct potable reuse |
| Source water | • Domestic wastewater | • Domestic and business wastewater |
| Permit criteria | • Based on USEPA and State of California criteria | • Based on Namibian, USEPA, WHO, EU and Rand Water |
| Operational monitoring | • Online SCADA & composite water quality monitoring | • Online SCADA & composite water quality monitoring |
| • Performance of each process unit monitored through critical control points (CCP’s) | • Samples taken after every process step | |
| • Final product water (FPW) continuously sampled and analyzed for range of pathogens | ||
| Industrial waste management | • Industrial pre-treatment and trade waste control programs implemented by Orange County Sanitation District (OCSD) | • Industries localized separately from the city to prevent wastewater interaction with dam water. |
| • Industrial wastewater treated separately | • Industrial wastewater recycled separately at the old plant and is used for irrigation purposes only | |
| Treatment train | • Microfiltration | • Pre-ozonation |
| • Reverse osmosis | • Enhanced coagulation and flocculation | |
| • Ultra-violet disinfection with hydrogen peroxide | • Dissolved air flotation | |
| • De-carbonation and lime stabilization | • Dual media sand filtration | |
| • Main ozonation | ||
| • Activated carbon filtration | ||
| • Ultra-filtration | ||
| • Chlorination | ||
| Water quality monitoring body | • California Department of Public Health & California Regional Water Quality Control Board (RWQCB) | • City of Windhoek Department of Infrastructure, Water and Technical Services |
| Water quality assessments | • Microbial, Chemical, Aesthetic | • Microbial, Chemical, Aesthetic |
| Regulatory surveillance | • Monitored by an independent advisory panel and the California Regional Water Quality Control Board | • Monitored by Bureau Veritas (BV) |
| Staff and training | • 4 operators/12 hr shift, 4 instrument and electrical technicians, 14 maintenance technicians, 2 process and control experts | • 2 management staff, 3 technicians, 13 operators, 5 maintenance artisans, administrators and general workers. |
| • Staff are trained at internal, nationally and international levels | ||
| Quality control assurance | • Unsatisfactory water sent to ocean outfall | • Penalties levied if water parameters are unsatisfactory |
| • Water pumped back for retreatment | ||
| • Plant goes into recycle mode if breaches occur |