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Cid CA, Abiola F, Starkl M. Can International Nonsewered Sanitation Standards Help Solve the Global Sanitation Crisis? ENVIRONMENTAL SCIENCE & TECHNOLOGY 2022; 56:699-706. [PMID: 34982549 DOI: 10.1021/acs.est.1c03471] [Citation(s) in RCA: 9] [Impact Index Per Article: 4.5] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 06/14/2023]
Abstract
To address one of the most severe global challenges affecting human health and the environment, two new voluntary product standards (ISO 30500 and ISO 31800) for nonsewered sanitation systems (NSSS) and fecal sludge treatment units (FSTUs) have been developed and published. While providing stringent voluntary product requirements for the containment and the treatment of human excreta with safe outputs (air, liquids, and solids), ISO 30500 and ISO 31800 make the inextricable connections between environmental emission thresholds, technical innovations, and sustainability aspects of NSSS and FSTUs. The purpose of this feature is to discuss these connections.
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Affiliation(s)
- Clément A Cid
- Ronald and Maxine Linde Laboratory for Global Environmental Science, California Institute of Technology, Pasadena, California 91125, United States
| | - Francine Abiola
- Interfaculty Center for Training and Environmental Research for Sustainable Development, University of Abomey-Calavi, 03 BP 1463 Jéricho, Cotonou, Benin
| | - Markus Starkl
- University of Natural Resources and Life Sciences, Vienna, Department of Integrative Biology and Biodiversity Research, Gregor-Mendel-Strasse 33, 1180 Vienna, Austria
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Rosario P, Viswash R, Seenivasan T, Ramalingam S, Sellgren KL, Grego S, Trotochaud L. Potential Pitfalls in Wastewater Phosphorus Analysis and How to Avoid Them. ENVIRONMENTAL HEALTH INSIGHTS 2021; 15:11786302211019218. [PMID: 34103934 PMCID: PMC8168049 DOI: 10.1177/11786302211019218] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Grants] [Track Full Text] [Subscribe] [Scholar Register] [Received: 02/26/2021] [Accepted: 05/03/2021] [Indexed: 05/05/2023]
Abstract
Due to the increasing adoption of nutrient discharge regulations, many research groups are stepping into new territory with phosphorus (P) measurements. Accurate reporting of P concentrations in effluent from novel wastewater treatment technologies is critical for protecting both environmental and human health. Analysis of P in wastewater is prone to pitfalls because of the (1) variety of chemical forms of P in wastewater (orthophosphate, condensed P, and organic P), (2) availability of different chemical assays for measuring different P forms, and (3) different conventions in the units for reporting P. Here, we present a case study highlighting how these pitfalls affect analysis and interpretation of P measurements. We show that, when used appropriately, commercially-available kits are indeed accurate tools for evaluating reactive P and total P concentrations. For both standard solutions and real wastewater, we systematically remove steps from the total P protocol to show how protocol deviations affect the results. While standard solutions are important for validating analytical methods, commercially-available wastewater standard solutions only contain P as orthophosphate (reactive P). We therefore demonstrate options for making a mixed-P standard solution containing acid-hydrolyzable and/or organic P compounds that can be used to validate both reactive P and total P assays.
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Affiliation(s)
| | - Ramya Viswash
- PSG Institute of Medical Sciences and Research, Coimbatore, TN, India
| | | | - Sudha Ramalingam
- PSG Institute of Medical Sciences and Research, Coimbatore, TN, India
| | - Katelyn L Sellgren
- Center for Water, Sanitation, Hygiene, and Infectious Disease (WaSH-AID), Department of Electrical and Computer Engineering, Duke University, Durham, NC, USA
| | - Sonia Grego
- Center for Water, Sanitation, Hygiene, and Infectious Disease (WaSH-AID), Department of Electrical and Computer Engineering, Duke University, Durham, NC, USA
| | - Lena Trotochaud
- Center for Water, Sanitation, Hygiene, and Infectious Disease (WaSH-AID), Department of Electrical and Computer Engineering, Duke University, Durham, NC, USA
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Jafarinejad S. Forward osmosis membrane technology for nutrient removal/recovery from wastewater: Recent advances, proposed designs, and future directions. CHEMOSPHERE 2021; 263:128116. [PMID: 33297109 DOI: 10.1016/j.chemosphere.2020.128116] [Citation(s) in RCA: 31] [Impact Index Per Article: 10.3] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/22/2020] [Revised: 07/03/2020] [Accepted: 08/21/2020] [Indexed: 06/12/2023]
Abstract
In recent years, the concept of nutrient removal/recovery has been applied as a sustainable solution to develop and design various modern wastewater treatment technologies for recovering nutrients from waste streams and is one of the high-priority research areas. Forward osmosis (FO) technology has received increasing interests as a potential low-fouling membrane process and a new approach to remove/recover nutrients from wastewater and sludge. The main objective of this review is to summarize the state of FO technology for nutrient removal/recovery from wastewater and sludge in order to identify areas of future improvements. In this study, nutrient removal processes, FO membrane technology, main factors affecting the FO process performance, the source water for nutrient recovery, the previous studies on the FO membrane process for nutrient removal/recovery from wastewater and sludge, membrane fouling, and recent advances in FO membranes for nutrient removal/recovery were briefly and critically reviewed. Then, the proposed possible designs to apply FO process in conventional wastewater treatment plants (WWTPs) were theoretically presented. Finally, based on the gaps identified in the area, challenges ahead, future perspectives, and conclusions were discussed. Further investigations on the properties of FO associated with real wastewater, wastewater pre-treatment, the long-term low fouling operation, membrane cleaning strategies, water flux and the economic feasibility of the FO process are still desirable to apply FO technology for nutrient removal/recovery at full-scale (decentralized or centralized) in the future.
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Affiliation(s)
- Shahryar Jafarinejad
- Department of Chemical Engineering, College of Engineering, Tuskegee University, Tuskegee, AL, USA.
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Reynaert E, Greenwood EE, Ndwandwe B, Riechmann ME, Sindall RC, Udert KM, Morgenroth E. Practical implementation of true on-site water recycling systems for hand washing and toilet flushing. WATER RESEARCH X 2020; 7:100051. [PMID: 32462136 PMCID: PMC7242789 DOI: 10.1016/j.wroa.2020.100051] [Citation(s) in RCA: 3] [Impact Index Per Article: 0.8] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 12/23/2019] [Revised: 03/27/2020] [Accepted: 03/31/2020] [Indexed: 05/21/2023]
Abstract
On-site wastewater reuse can improve global access to clean water, sanitation and hygiene. We developed a treatment system (aerated bioreactor, ultrafiltration membrane, granular activated carbon and electrolysis for chlorine disinfection) that recycles hand washing and toilet flush water. Three prototypes were field-tested in non-sewered areas, one in Switzerland (hand washing) and two in South Africa (hand washing, toilet flushing), over periods of 63, 74 and 94 days, respectively. We demonstrated that the system is able to recycle sufficient quantities of safe and appealing hand washing and toilet flush water for domestic or public use in real-life applications. Chemical contaminants were effectively removed from the used water in all prototypes. Removal efficiencies were 99.7% for the chemical oxygen demand (COD), 98.5% for total nitrogen (TN) and 99.9% for phosphate in a prototype treating hand washing water, and 99.8% for COD, 95.7% for TN and 89.6% for phosphate in a prototype treating toilet flush water. While this system allowed for true recycling for the same application, most on-site wastewater reuse systems downcycle the treated water, i.e., reuse it for an application requiring lower water quality. An analysis of 18 selected wastewater reuse specifications revealed that at best these guidelines are only partially applicable to innovative recycling systems as they are focused on the downcycling of water to the environment (e.g., use for irrigation). We believe that a paradigm shift is necessary and advocate for the implementation of risk-based (and thus end-use dependent) system performance targets to evaluate water treatment systems, which recycle and not only downcycle water.
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Affiliation(s)
- Eva Reynaert
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600, Dübendorf, Switzerland
| | - Esther E. Greenwood
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600, Dübendorf, Switzerland
| | - Bonginkosi Ndwandwe
- University of KwaZulu Natal, Pollution Research Group, 4041, Durban, South Africa
| | - Michel E. Riechmann
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600, Dübendorf, Switzerland
| | - Rebecca C. Sindall
- University of KwaZulu Natal, Pollution Research Group, 4041, Durban, South Africa
| | - Kai M. Udert
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600, Dübendorf, Switzerland
- ETH Zürich, Institute of Environmental Engineering, 8093, Zürich, Switzerland
| | - Eberhard Morgenroth
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600, Dübendorf, Switzerland
- ETH Zürich, Institute of Environmental Engineering, 8093, Zürich, Switzerland
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Sahondo T, Hennessy S, Sindall RC, Chaudhari H, Teleski S, Lynch BJ, Sellgren KL, Stoner BR, Grego S, Hawkins BT. Field testing of a household-scale onsite blackwater treatment system in South Africa. THE SCIENCE OF THE TOTAL ENVIRONMENT 2020; 703:135469. [PMID: 31732183 PMCID: PMC6947494 DOI: 10.1016/j.scitotenv.2019.135469] [Citation(s) in RCA: 2] [Impact Index Per Article: 0.5] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 10/17/2019] [Revised: 11/08/2019] [Accepted: 11/08/2019] [Indexed: 05/21/2023]
Abstract
Innovations that enable cost-effective and resource-conserving treatment of human waste are required for the 4.2 billion people in the world who currently lack safe and reliable sanitation services. Onsite treatment and reuse of blackwater is one strategy towards this end, greatly reducing the need to transport wastewater over long distances either via sewers or trucks. Here, we report on the field testing of a prototype onsite blackwater treatment system conducted over a period of 8 months. The system was connected to a women's toilet in a public communal ablution block located in an informal settlement near Durban, South Africa. Liquid waste was treated by separation and diversion of large solids, settling of suspended solids, and filtration through activated carbon prior to disinfection by electrochemical oxidation. System performance was monitored daily by measurement of chemical and physical water quality parameters onsite and confirmed by periodic detailed analysis of chemical and biological parameters at an offsite lab. Daily monitoring of system performance indicated that the effluent had minimal color and turbidity (maximum 90 Pt/Co units and 6.48 NTU, respectively), and consistent evolution of chlorine as blackwater passed through the system. Weekly offsite analysis confirmed that the system consistently inactivated pathogens (E. coli and coliforms) and reduced chemical oxygen demand and total suspended solids to meet ISO 30500 category B standards. Significant reductions in total nitrogen load were also observed, though these reductions often fell short of the 70% reduction required by ISO 30500. No significant reduction in total phosphorus was observed. Maintenance requirements were identified, and the resilience of the system to restart following a prolonged shutdown was demonstrated, but significant improvements are required in the design of the solid/liquid separation mechanism for application of this system in a wiping culture.
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Affiliation(s)
- Tapuwa Sahondo
- Pollution Research Group, University of KwaZulu-Natal, Durban, South Africa
| | - Sarah Hennessy
- Triangle Environmental Health Initiative, Durham, NC, USA
| | - Rebecca C Sindall
- Pollution Research Group, University of KwaZulu-Natal, Durban, South Africa
| | | | | | | | - Katelyn L Sellgren
- Duke University Center for WaSH-AID, Department of Electrical and Computer Engineering, Durham, NC, USA
| | - Brian R Stoner
- Duke University Center for WaSH-AID, Department of Electrical and Computer Engineering, Durham, NC, USA
| | - Sonia Grego
- Duke University Center for WaSH-AID, Department of Electrical and Computer Engineering, Durham, NC, USA
| | - Brian T Hawkins
- Duke University Center for WaSH-AID, Department of Electrical and Computer Engineering, Durham, NC, USA.
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