PFAS in biosolids: A review of international regulations

2021 ◽  
Vol 5 (4) ◽  
pp. 1-11
Author(s):  
Hilary Hall ◽  
Damien Moodie ◽  
Catherine Vero
Keyword(s):  
Municipal Wastewater ◽  
Treatment Process ◽  
Wastewater Treatment Plants ◽  
Developed Countries ◽  
Land Application ◽  
Wastewater Management ◽  
Recycled Water ◽  
Upper Limits ◽  
International Regulations ◽  
Polyfluoroalkyl Substances

Per- and polyfluoroalkyl substances (PFAS) are incredibly useful additives, often providing excellent surface tension-lowering properties to a material. Due to the extensive use of PFAS in daily life in developed countries, PFAS invariably collects in municipal wastewater. Without targeted removal of PFAS at wastewater treatment plants, PFAS can move through the treatment process into both the recycled water and biosolids. The presence of PFAS in biosolids poses a potential challenging problem to society for many reasons. A small number of countries have cautiously started, or have at least considered, limiting the concentration of PFAS permitted in biosolids that are to be used for land application. Our review covers the current limits on PFAS concentrations in Australian biosolids, along with the latest developments in international regulations. We found that only Maine, USA, has set upper limits of PFAS for “beneficial use of solid wastes”. Denmark, Germany, The Netherlands, Sweden and Australia have set PFAS limits in soils. No other countries were found to have PFAS limits relating to biosolids or their use; however, this also reflects the lack of industrialisation and centralised wastewater management in many parts of the world.

scholarly journals Improvement of Log Reduction Values Design Equations for Helminth Egg Management in Recycled Water

Water ◽  
2021 ◽  
Vol 13 (22) ◽  
pp. 3149
Author(s):  
Daryl P. Stevens ◽  
Vivek Daniel ◽  
Esmaeil Shahsavari ◽  
Arturo Aburto-Medina ◽  
Sarvesh K. Soni ◽  
...  
Keyword(s):  
Public Health ◽  
Treatment Process ◽  
Wastewater Treatment Plants ◽  
Total Concentration ◽  
Treatment Options ◽  
Sewage Treatment ◽  
Specific Treatment ◽  
Developed Countries ◽  
Recycled Water ◽  
Guideline Value

Understanding and managing the risk posed by helminth eggs (HE) is a key concern for wastewater engineers and public health regulators. The treatment processes that produce recycled water from sewage at wastewater treatment plants (WWTPs) rely on achieving a defined log10 reduction value (LRV) in HE concentration during the production of recycled water from sewage to achieve the guideline concentration of ≤1.0 HE/L. The total concentration of HE in sewage reaches thousands of HE/L in developing countries and therefore, an LRV of 4.0 is generally accepted to achieve a safe concentration in recycled water, as this will meet the guideline value. However, in many developed countries with good sanitation and public health standards, the HE concentration in sewage is generally <10 HE/L. Therefore, validation of the sewage treatment process relied on to achieve an LRV of 4.0 can be difficult. Because of these limitations, design equations to predict LRVs from hydraulic retention times (HRT), which are geographically non-specific, are commonly relied on to ensure the production of safe quality recycled water with respect to HE. However, these design equations could be further refined by defining the design and management of the treatment process in greater detail and thus be used more effectively for determining the LRV required. This paper discusses the limitations and possible improvements that could be applied to LRV design equations for predicting HE removal at WWTPs and identifies the data requirements to support these improvements. Several options for LRV design equations are proposed that could be validated experimentally or via the ongoing operation of WWTPs. These improvements have the potential to assist the rationalization of the HE removal requirements for specific treatment options, exposure scenarios and use of recycled water in agriculture.

scholarly journals Hauled liquid waste as a pollutant of soils and waters in Poland

2016 ◽  
Vol 48 (2) ◽  
pp. 111-122
Author(s):  
Agnieszka Karczmarczyk
Keyword(s):  
Rural Areas ◽  
Municipal Wastewater ◽  
System Analysis ◽  
Wastewater Treatment Plants ◽  
Ecological Status ◽  
Liquid Waste ◽  
Point Sources ◽  
Wastewater Management ◽  
Municipal Wastewater Treatment ◽  
Sources Of Pollution

Abstract Hauled liquid waste as a pollutant of soils and waters in Poland. Improperly maintained holding tanks are often underestimated source of contamination of soil, groundwater and surface water. As a rule, wastewater stored in holding tanks, should be transported and treated in municipal wastewater treatment plants (WWTPs). There are 2,257,000 holding tanks in Poland, located mainly in rural areas. The article presents the results of analysis of wastewater management in 20 rural and urban-rural communes, which were chosen at random from the total number of 2,174 communes in Poland. The only criterion of commune selection was total or partial lack of sewerage system. Analysis of the collected data showed that on average only 27% of liquid waste from holding tanks ended at the WWTPs. The median is even lower and amounts to 17.5%. More than 4,000 Mg of P and 26,000 Mg of N is dispersed in the environment in uncontrolled manner. Those diffuse point sources of pollution may be one of the reasons in the difficulty of achieving of good ecological status of rivers and affect the quality of the Baltic Sea.

Evaluation of WWTP with Activated Sludge Technology Combined with Microorganism Biofilters in IMERI Building

2021 ◽  
Vol 3 (01) ◽  
pp. 29-43
Author(s):  
Khalida Hanum
Keyword(s):  
Activated Sludge ◽  
Management System ◽  
Treatment Process ◽  
Secondary Data ◽  
Domestic Wastewater ◽  
Quality Standard ◽  
Wastewater Management ◽  
Recycled Water ◽  
System Planning ◽  
Research And Education

The regulations said that all domestic wastewater first should be treated before being discharged into public drainages. Therefore, IMERI building, as a research and education building located in the Faculty of Medicine, Universitas Indonesia, applies a wastewater management system using activated sludge technology combined with microorganism biofilters. This system is expected to treat the waste generated inside the building. It reprocesses become recycled water and partially discharged into city drainages based on the quality standard and maintenance applied during the operation. By collecting and evaluating primary and secondary data from system planning and routine maintenance results, we assess all performance of the WWTP system. Moreover, this system runs well and has all indicators of effluent categorizes safe. However, routine maintenance and the treatment process with chlorination and tighter monitoring should be taken seriously to keep the whole system's performance.

scholarly journals Cost of Urban Wastewater Treatment and Ecotaxes: Evidence from Municipalities in Southern Europe

Water ◽  
2019 ◽  
Vol 11 (3) ◽  
pp. 423 ◽  
Author(s):  
Encarnación Moral Pajares ◽  
Leticia Gallego Valero ◽  
Isabel Román Sánchez
Keyword(s):  
Wastewater Treatment ◽  
Municipal Wastewater ◽  
Wastewater Treatment Plants ◽  
Methodological Approach ◽  
Economic Feasibility ◽  
Wastewater Management ◽  
Management Service ◽  
Southern Europe ◽  
Urban Wastewater ◽  
Urban Wastewater Treatment

The principle of cost recovery established by the Water Framework Directive underlines the need for tax rates, which can raise enough revenue to finance the cost of treatments applied to wastewater. The objective of this research is to gain an understanding the different types of charges related to urban wastewater treatment that can be levied by the authorities responsible for this service. This paper also aims to determine whether these taxes contribute to guaranteeing the economic feasibility of the wastewater treatment plants. The proposed methodological approach is applied to 18 municipalities of a province in southern Europe in 2017. The results confirm that in most of these cases, the taxes levied do not guarantee adequate tax revenues to cover the running, maintenance and investment costs of municipal wastewater treatment plants. This situation leads to a lack of financial self-sufficiency in the wastewater management service, meaning that the imbalance between income and expenditure has to be covered by government subsidies. The results of this study will help guide authorities around the world that are in charge of managing urban wastewater treatment services.

Fate and mass balances of triclosan (TCS), tetrabromobisphenol A (TBBPA) and tribromobisphenol A (tri-BBPA) during the municipal wastewater treatment process

2013 ◽  
Vol 48 (3) ◽  
pp. 255-265 ◽  
Author(s):  
Kerry McPhedran ◽  
Rajesh Seth ◽  
Min Song ◽  
Shaogang Chu ◽  
Robert J. Letcher
Keyword(s):  
Wastewater Treatment ◽  
Municipal Wastewater ◽  
Treatment Process ◽  
Wastewater Treatment Plants ◽  
Consumer Products ◽  
Tetrabromobisphenol A ◽  
Municipal Wastewater Treatment ◽  
Mass Balances ◽  
Wastewater Treatment Process ◽  
Detroit River

Municipal wastewater treatment plants (MWTPs) are impacted by down-the-drain influents of anthropogenic chemicals. These chemicals are in consumer products and include the flame retardant tetrabromobisphenol A (TBBPA) and antimicrobial triclosan (TCS). Characterization of the distribution of TBBPA, TCS and the TBBPA product tribromobisphenol A (tri-BBPA) was determined at five stages along the treatment process of a typical Canadian MWTP facility. Overall, the TCS concentrations for both liquid (influents, primary effluents and final effluents (FEs)) and solid samples (primary and waste activated sludges) were similar to reported ranges in the literature. In contrast to TCS, both TBBPA and tri-BBPA concentrations were scarcely available in the literature. The TBBPA concentrations were within literature ranges for both influents and sludges, while the tri-BBPA sludge concentrations were markedly higher than a single available previous study. Mass balances for TCS, TBBPA and tri-BBPA indicated 7, 9 and 42%, respectively, of each chemical remaining in the FEs. The resultant annual mass loadings into the Detroit River were estimated to be 3.3 kg, 6.57 g, and 21.5 g for TCS, TBBPA and tri-BBPA, respectively.

Municipal wastewater treatment by biofiltration: comparisons of various treatment layouts. Part 2: assessment of the operating costs in optimal conditions

2012 ◽  
Vol 65 (9) ◽  
pp. 1713-1719 ◽  
Author(s):  
Vincent Rocher ◽  
Catherine Paffoni ◽  
Alexandre Gonçalves ◽  
Sam Azimi ◽  
André Pauss
Keyword(s):  
Wastewater Treatment ◽  
Waste Management ◽  
Municipal Wastewater ◽  
Treatment Process ◽  
Wastewater Treatment Plants ◽  
Operating Costs ◽  
Municipal Wastewater Treatment ◽  
Optimal Conditions ◽  
Operation Costs

This work aims to compare the operation costs (energy, reagents, waste management) for the three layouts usually used in wastewater treatment plants incorporating biofilters, using technical and economical data acquired during 10 years of operation of a Parisian plant (Seine Centre, 240,000 m3 d−1 –800,000 equivalent inhabitants). The final objective is to establish general economical data and tendencies that can be translated from our study to any biofiltration plant. Our results evidenced the savings achieved through the treatment process combining upstream and downstream denitrification. To use this layout reduced the operating costs by some 10% as compared with conventional processing only comprising downstream denitrification. Operating costs were respectively estimated at 37 and 34 €/1,000 m3 for downstream denitrification and combining upstream and downstream denitrification layouts.

scholarly journals Case study on the dairy processing industries and their wastewater generation in Latvia

2021 ◽  
pp. 1-4
Author(s):  
Basanti Ekka ◽  
Sandis Dejus ◽  
Talis Juhna
Keyword(s):  
Municipal Wastewater ◽  
Wastewater Treatment Plants ◽  
Oxygen Demand ◽  
Production Quality ◽  
Dairy Wastewater ◽  
Wastewater Management ◽  
Municipal Wastewater Treatment ◽  
Dairy Processing ◽  
Quality Of Water ◽  
High Chemical Oxygen Demand

Abstract The objective of the research presented in this Research Communication was to access the environmental impact of the Latvian dairy industries. Site visits and interviews at Latvian dairy processing companies were done in order to collect site-specific data. This includes the turnover of the dairy industries, production, quality of water in various industrial processes, the flow and capacity of the sewage including their characteristic, existing practices and measures for wastewater management. The results showed that dairy industries in Latvia generated in total approximately 2263 × 103 m3 wastewater in the year 2019. The Latvian dairy effluents were characterized with high chemical oxygen demand (COD), biological oxygen demand (BOD) and total solids (TS). Few dairy plants had pre-treatment facilities for removal of contaminants, and many lacked onsite treatment technologies. Most facilities discharged dairy wastewater to municipal wastewater treatment plants. The current study gives insight into the Latvian dairy industries, their effluent management and pollution at Gulf of Riga due to wastewater discharge.

Impacts of Municipal Wastewater Effluents on Canadian Waters: a Review

1997 ◽  
Vol 32 (4) ◽  
pp. 659-714 ◽  
Author(s):  
P.A. Chambers ◽  
M. Allard ◽  
S.L. Walker ◽  
J. Marsalek ◽  
J. Lawrence ◽  
...  
Keyword(s):  
Wastewater Treatment ◽  
Municipal Wastewater ◽  
Wastewater Treatment Plants ◽  
Habitat Degradation ◽  
Sewage Treatment ◽  
Aquatic Organisms ◽  
Integrated Approach ◽  
Wastewater Management ◽  
Municipal Wastewater Treatment ◽  
Combined Sewer Overflows

Abstract Domestic sewage is a major threat to receiving waters throughout the world. In Canada, a high proportion of the population (81%) is served by municipal wastewater treatment facilities. Nevertheless, discharges from wastewater treatment plants, stormwater sewers and combined sewers have caused adverse impacts on some lakes, rivers and coastal waters. The most publicly recognized impacts are shellfish harvesting restrictions and beach closures resulting from microbial contamination. Habitat degradation and contamination also occur and these, in turn, have altered the abundance and diversity of aquatic organisms. Our findings on the effects of municipal wastewater discharge suggest that there is a need to review sewage treatment requirements in Canada. Further research is also required on the interactive and cumulative responses to habitat degradation and to long-term exposure to persistent and bioaccumula-tive pollutants. Finally, an integrated approach to wastewater management is needed that addresses loadings from treatment plants, stormwater sewers, combined sewer overflows and other wastewater sources.

scholarly journals Characteristics and performance of small and medium wastewater treatment plants in Greece

2017 ◽  
Vol 12 (3) ◽  
pp. 520-533
Author(s):  
E. Gavalakis ◽  
P. Poulou ◽  
A. Tzimas
Keyword(s):  
Wastewater Treatment ◽  
Phosphorus Removal ◽  
Municipal Wastewater ◽  
Wastewater Treatment Plants ◽  
Waste Water Treatment ◽  
Organic Load ◽  
Wastewater Management ◽  
Effluent Quality ◽  
Future Challenges ◽  
And Performance

Wastewater management in Greece is being regulated by the Urban Waste Water Treatment Directive (UWWTD) and as a result many wastewater treatment plants (WWTPs) have been constructed during the last 30 years and are in operation. The present work aims to outline the progress regarding the implementation of the specific environmental policy, present deficiencies and future challenges, while an evaluation of the performance is conducted for small-medium and large WWTPs focusing on the influent and effluent quality characteristics. In Greece the existing level of treatment provided is related to secondary treatment for the removal of organic load, which in most cases is supplemented by nitrogen removal (for more than 85% of the WWTPs) and phosphorus removal. With respect to the characteristics of the raw municipal wastewater these correspond to typical low to medium strength sewage. Compliance to the UWWTD effluent standards for BOD5, COD and SS is achieved in more than 90% of the WWTPs, while in terms of nutrients, 80% of the WWTPs efficiently remove nitrogen and approximately 45% of the WWTPs remove phosphorus.

Sign in / Sign up

Export Citation Format

Share Document