The WHO wastewater reuse guidelines establish a health-based framework for safe reuse, primarily outlined in the 2006 third edition and updated for potable reuse in 2017. They recommend a multiple-barrier approach, requiring 6-log reduction of viruses and 4-log for bacteria in potable reuse, with effluent quality tied to intended use — from irrigation (1–2 log) to indirect potable supply.
What the WHO Wastewater Reuse Guidelines Cover
The 2006 third edition of WHO's Guidelines for the Safe Use of Wastewater, Excreta and Greywater serves as the foundational document for wastewater reuse standards across various applications. This comprehensive guidance is structured into four distinct volumes, addressing specific contexts for safe wastewater management. Volume 1 focuses on the safe use of wastewater in agriculture, providing recommendations to protect public health and the environment. Volume 2 extends this guidance to wastewater use in aquaculture, detailing practices for fish farming and other aquatic food production. Volume 3 integrates the use of wastewater and excreta in agriculture, while Volume 4 specifically addresses the safe use of excreta and greywater in agricultural settings, acknowledging their distinct characteristics and risks.
In 2017, the WHO further updated its guidance with a dedicated publication on Potable Reuse, specifically addressing the increasingly critical practice of producing safe drinking water from treated wastewater. This update emphasizes a robust risk assessment framework coupled with the implementation of multiple barriers to ensure public health protection. The WHO wastewater reuse guidelines are fundamentally science-based, incorporating extensive epidemiological data and advanced microbial risk modeling to establish health targets that correspond to acceptable levels of risk. This scientific rigor ensures that the recommended treated wastewater quality standards are effective in minimizing pathogen exposure.
A core principle underpinning all WHO guidelines is the multiple-barrier approach, which systematically reduces health risks at various stages of the wastewater reuse process. This approach integrates several critical components: source control, which involves minimizing contaminant entry into the wastewater stream; comprehensive treatment processes to remove pathogens and other contaminants; continuous monitoring of water quality throughout the treatment and distribution chain; and diligent end-use management practices tailored to the specific application. By combining these barriers, the WHO aims to create a resilient system that effectively safeguards public health from potential hazards associated with wastewater reuse, establishing robust wastewater reuse standards for diverse applications.
Health-Based Targets and Pathogen Reduction Requirements
WHO guidelines mandate a minimum 6-log (99.9999%) reduction of enteric viruses for indirect potable reuse applications, reflecting the high health protection required for drinking water supplies. This stringent requirement is based on epidemiological data indicating the significant health risks posed by even low concentrations of viruses in potable water. Similarly, a 4-log (99.99%) reduction is required for pathogenic bacteria, such as E. coli, in potable applications to ensure the absence of harmful bacterial contamination (WHO Potable Reuse Guidelines, 2017).
For non-potable water reuse in agriculture, the specific pathogen reduction targets are less stringent but remain health-protective, with 1–2 log virus reduction often deemed sufficient depending on the crop type and the likelihood of human exposure. For instance, unrestricted irrigation of edible crops typically demands higher treatment levels than irrigation of non-edible crops or orchards where human contact is minimal. A critical parameter for agricultural reuse is the reduction of helminth ova, which must be reduced to less than 1 per liter in wastewater used for unrestricted irrigation, preventing the spread of parasitic diseases (WHO Guidelines for the Safe Use of Wastewater, Excreta and Greywater, 2006). These specific pathogen log reduction targets directly inform the design of appropriate treatment trains. For example, achieving potable reuse standards typically necessitates a multi-stage process that includes primary and secondary treatment, followed by advanced processes such as membrane filtration, disinfection, and advanced oxidation. This sequence ensures progressive removal and inactivation of pathogens, meeting the specified log reduction values for viruses and bacteria.
Understanding these precise log reduction requirements is paramount for environmental engineers, enabling the accurate sizing and selection of treatment technologies. For example, achieving a 6-log virus reduction often requires a combination of robust physical removal (e.g., ultrafiltration or reverse osmosis) and potent disinfection (e.g., UV treatment or chlorine dioxide). In less stringent applications, such as certain types of non-potable water reuse, basic secondary treatment combined with chlorination may achieve the necessary 1–2 log reduction. For deeper insights into specific non-potable applications, consult our global greywater reuse regulations guide.
Wastewater Reuse Categories and Treatment Standards

Wastewater reuse categories are defined by their intended application, each demanding specific treated wastewater quality parameters and associated treatment levels to mitigate health and environmental risks. For non-potable agricultural reuse, which includes irrigation of fodder crops, industrial crops, and restricted food crops, the WHO guidelines typically require at least secondary treatment combined with disinfection. Effluent quality for this category generally specifies total suspended solids (TSS) below 100 mg/L and fecal coliform levels below 1,000 MPN/100mL (WHO, 2006). These standards aim to protect agricultural workers and consumers while ensuring crop viability.
Urban non-potable reuse applications, such as landscape irrigation, toilet flushing, and industrial cooling water, necessitate a higher level of treatment due to increased potential for public contact. This typically involves advanced secondary treatment followed by filtration and disinfection using UV or chlorination. Required effluent quality often includes turbidity below 5 NTU and fecal coliform levels below 200 MPN/100mL to ensure public safety. Indirect potable reuse (IPR), where treated wastewater is introduced into an environmental buffer (e.g., aquifer or reservoir) before being withdrawn for drinking, demands the most rigorous treatment. This typically involves advanced treatment technologies such as membrane filtration (microfiltration/ultrafiltration), reverse osmosis (RO), and advanced oxidation processes (AOP) combined with UV disinfection, aiming to achieve the critical 6-log virus reduction. Direct potable reuse (DPR), where treated wastewater is directly introduced into a drinking water supply system, is an emerging application that requires not only the highest treatment standards and redundant systems but also real-time monitoring and robust public acceptance strategies.
Industrial reuse for purposes like boiler feed water, cooling towers, or specific process water often demands highly purified water, exceeding even some potable reuse standards for certain parameters. This typically requires an industrial RO system for potable reuse to achieve ultra-low conductivity (e.g., <50 μS/cm) and a silt density index (SDI) below 3 to prevent fouling and scaling in industrial equipment. The table below provides a side-by-side comparison of different reuse categories, their required treatment, and key effluent parameters, highlighting the varying demands for treated wastewater quality.
| Reuse Category | Primary Application | Minimum Treatment Level | Key Effluent Parameters | Pathogen Log Reduction (Viruses/Bacteria) |
|---|---|---|---|---|
| Non-Potable Agricultural | Restricted irrigation (fodder, industrial crops) | Secondary + Disinfection | TSS < 100 mg/L, Fecal Coliform < 1,000 MPN/100mL, Helminth Ova < 1/L | 1-2 log / 2-3 log |
| Non-Potable Urban | Landscape irrigation, toilet flushing, cooling towers | Advanced Secondary + Filtration + UV/Chlorination | Turbidity < 5 NTU, Fecal Coliform < 200 MPN/100mL | 2-4 log / 3-5 log |
| Indirect Potable Reuse (IPR) | Groundwater recharge, reservoir augmentation | Advanced Treatment (MF/UF, RO, UV/AOP) | Turbidity < 0.1 NTU, TOC < 0.5 mg/L, NDMA < 10 ng/L | >6 log / >4 log |
| Direct Potable Reuse (DPR) | Direct to drinking water distribution | Advanced Treatment (MF/UF, RO, UV/AOP) + Redundant Systems | Meets Drinking Water Standards (e.g., EPA MCLs) | >6 log / >4 log (with high reliability) |
| Industrial Process Water | Boiler feed, ultra-pure process water | RO + Polishing (EDI, Ion Exchange) | Conductivity < 50 μS/cm, SDI < 3, TOC < 0.1 mg/L | >5 log / >4 log (incidental removal) |
Technology Mapping to WHO Reuse Requirements
Modern wastewater treatment technologies are specifically engineered to meet the stringent pathogen log reduction and effluent quality benchmarks outlined by WHO for various reuse goals. MBR systems for high-quality reuse effluent, which integrate biological treatment with membrane filtration, are highly effective, achieving 4–6 log bacteria reduction and maintaining turbidity consistently below 1 NTU. This performance makes MBRs suitable for non-potable reuse applications and as a robust pre-treatment step for more advanced reuse trains, such as those incorporating reverse osmosis for potable reuse.
Dissolved Air Flotation (DAF) systems play a crucial role in primary or pre-treatment stages, particularly in industrial sectors like food processing and manufacturing. DAF effectively removes 92–97% of total suspended solids (TSS) and fats, oils, and grease (FOG), significantly reducing the organic load entering subsequent treatment stages. This pre-treatment efficiency is vital for protecting downstream membrane systems and ensuring the overall performance of the reuse train. For disinfection, chlorine dioxide generators for effective disinfection achieve a 4-log virus inactivation when dosed at 1–2 mg/L with a 30-minute contact time, consistent with WHO disinfection benchmarks for pathogen control. Chlorine dioxide is particularly effective against a broad spectrum of pathogens and is less prone to forming harmful disinfection byproducts compared to traditional chlorination.
Reverse osmosis (RO) systems are indispensable for achieving the highest levels of water purity required for potable and high-purity industrial reuse. RO effectively removes over 99% of dissolved salts, viruses, bacteria, and emerging contaminants such as pharmaceutical residues, making it essential for meeting potable reuse standards. Finally, for direct potable reuse (DPR) systems, the combination of UV disinfection with advanced oxidation processes (AOP) is often employed to achieve the final 2-log virus reduction. UV irradiation targets microbial inactivation, while AOPs, which generate highly reactive hydroxyl radicals, effectively break down trace organic contaminants and provide an additional barrier against resistant pathogens, ensuring comprehensive water safety and compliance with the most stringent WHO wastewater reuse guidelines.
Frequently Asked Questions

What are the WHO guidelines for wastewater reuse in agriculture? The WHO guidelines for agricultural wastewater reuse require at least secondary treatment and 1–2 log pathogen reduction, with specific restrictions on crop types and irrigation methods to limit human exposure. For example, spray irrigation of edible crops consumed raw is typically prohibited unless advanced treatment is applied.
Is WHO guidance legally binding? No, WHO guidelines are advisory; they provide a scientific framework and best practices. National and regional regulations (e.g., U.S. EPA, EU UWWTD) implement these recommendations into enforceable legal standards specific to their jurisdictions. For more details on U.S. compliance, refer to our guide on U.S. EPA compliance for water reuse, and for European regulations, see our article on EU UWWTD regulations for wastewater.
What is the difference between potable and non-potable reuse? Potable reuse involves treating wastewater to a quality suitable for human consumption, returning it to a drinking water supply (requiring stringent 6-log virus reduction). Non-potable reuse is for applications like irrigation, industrial cooling, or toilet flushing, which have lower treatment demands as the water is not intended for drinking.
How does WHO define safe wastewater reuse? WHO defines safe wastewater reuse through a multiple-barrier approach that combines source control, effective treatment, continuous monitoring, and appropriate end-use management. The overarching goal is to ensure a health-based target of less than 10⁻⁴ (one in ten thousand) annual infection risk for consumers.
Where can I download the WHO wastewater reuse guidelines PDF? The full 'Guidelines for the Safe Use of Wastewater, Excreta and Greywater' (2006, 3rd edition) and the 'Potable Reuse: Guidance for Producing Safe Drinking Water' (2017) are available for download on the World Health Organization's official website under their publications section.