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Watabe S, Lohman HAC, Li Y, Morgan VL, Rowles LS, Stephen T, Shyu HY, Bair RA, Castro CJ, Cusick RD, Yeh DH, Guest JS. Advancing the Economic and Environmental Sustainability of the NEWgenerator Nonsewered Sanitation System. ACS ENVIRONMENTAL AU 2023; 3:209-222. [PMID: 37483306 PMCID: PMC10360206 DOI: 10.1021/acsenvironau.3c00001] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Grants] [Track Full Text] [Figures] [Subscribe] [Scholar Register] [Received: 01/29/2023] [Revised: 04/17/2023] [Accepted: 04/18/2023] [Indexed: 07/25/2023]
Abstract
Achieving safely managed sanitation and resource recovery in areas that are rural, geographically challenged, or experiencing rapidly increasing population density may not be feasible with centralized facilities due to space requirements, site-specific concerns, and high costs of sewer installation. Nonsewered sanitation (NSS) systems have the potential to provide safely managed sanitation and achieve strict wastewater treatment standards. One such NSS treatment technology is the NEWgenerator, which includes an anaerobic membrane bioreactor (AnMBR), nutrient recovery via ion exchange, and electrochlorination. The system has been shown to achieve robust treatment of real waste for over 100 users, but the technology's relative life cycle sustainability remains unclear. This study characterizes the financial viability and life cycle environmental impacts of the NEWgenerator and prioritizes opportunities to advance system sustainability through targeted improvements and deployment. The costs and greenhouse gas (GHG) emissions of the NEWgenerator (general case) leveraging grid electricity were 0.139 [0.113-0.168] USD cap-1 day-1 and 79.7 [55.0-112.3] kg CO2-equiv cap-1 year-1, respectively. A transition to photovoltaic-generated electricity would increase costs to 0.145 [0.118-0.181] USD cap-1 day-1 but decrease GHG emissions to 56.1 [33.8-86.2] kg CO2-equiv cap-1 year-1. The deployment location analysis demonstrated reduced median costs for deployment in China (-38%), India (-53%), Senegal (-31%), South Africa (-31%), and Uganda (-35%), but at comparable or increased GHG emissions (-2 to +16%). Targeted improvements revealed the relative change in median cost and GHG emissions to be -21 and -3% if loading is doubled (i.e., doubled users per unit), -30 and -12% with additional sludge drying, and +9 and -25% with the addition of a membrane contactor, respectively, with limited benefits (0-5% reductions) from an alternative photovoltaic battery, low-cost housing, or improved frontend operation. This research demonstrates that the NEWgenerator is a low-cost, low-emission NSS treatment technology with the potential for resource recovery to increase access to safe sanitation.
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Affiliation(s)
- Shion Watabe
- Department
of Civil and Environmental Engineering, University of Illinois Urbana-Champaign, 205 N. Mathews Avenue, Urbana, Illinois 61801, United States
| | - Hannah A. C. Lohman
- Department
of Civil and Environmental Engineering, University of Illinois Urbana-Champaign, 205 N. Mathews Avenue, Urbana, Illinois 61801, United States
| | - Yalin Li
- Institute
for Sustainability, Energy, and Environment, University of Illinois Urbana-Champaign, 1101 W. Peabody Dr., Urbana, Illinois 61801, United States
| | - Victoria L. Morgan
- Institute
for Sustainability, Energy, and Environment, University of Illinois Urbana-Champaign, 1101 W. Peabody Dr., Urbana, Illinois 61801, United States
| | - Lewis S. Rowles
- Institute
for Sustainability, Energy, and Environment, University of Illinois Urbana-Champaign, 1101 W. Peabody Dr., Urbana, Illinois 61801, United States
| | - Tyler Stephen
- Department
of Civil and Environmental Engineering, University of Illinois Urbana-Champaign, 205 N. Mathews Avenue, Urbana, Illinois 61801, United States
| | - Hsiang-Yang Shyu
- Department
of Civil and Environmental Engineering, University of South Florida, 4202 E. Fowler Avenue, Tampa, Florida 33620, United States
| | - Robert A. Bair
- Department
of Civil and Environmental Engineering, University of South Florida, 4202 E. Fowler Avenue, Tampa, Florida 33620, United States
| | - Cynthia J. Castro
- Department
of Civil and Environmental Engineering, University of South Florida, 4202 E. Fowler Avenue, Tampa, Florida 33620, United States
| | - Roland D. Cusick
- Department
of Civil and Environmental Engineering, University of Illinois Urbana-Champaign, 205 N. Mathews Avenue, Urbana, Illinois 61801, United States
| | - Daniel H. Yeh
- Department
of Civil and Environmental Engineering, University of South Florida, 4202 E. Fowler Avenue, Tampa, Florida 33620, United States
| | - Jeremy S. Guest
- Department
of Civil and Environmental Engineering, University of Illinois Urbana-Champaign, 205 N. Mathews Avenue, Urbana, Illinois 61801, United States
- Institute
for Sustainability, Energy, and Environment, University of Illinois Urbana-Champaign, 1101 W. Peabody Dr., Urbana, Illinois 61801, United States
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2
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Kachoria P, Sasidaran S, Welling CM, Rosario P, Zhou J, Chakrabarty K, Gründl H, Kristoferitsch L, Grego S. Sensor-based evaluation of a Urine Trap toilet in a shared bathroom. THE SCIENCE OF THE TOTAL ENVIRONMENT 2023; 857:159178. [PMID: 36202366 PMCID: PMC9742848 DOI: 10.1016/j.scitotenv.2022.159178] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.5] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Figures] [Subscribe] [Scholar Register] [Received: 07/11/2022] [Revised: 09/03/2022] [Accepted: 09/28/2022] [Indexed: 06/16/2023]
Abstract
Urine diversion in a No-Mix Toilet is a promising approach for sustainable fertilizers and reduction of the nutrient load for wastewater treatment; however, user adoption remains a challenge. This study evaluates the Urine Trap, a passive No-Mix toilet design based on the teapot effect, wherein the urine stream inlet is invisible to the user and therefore it does not impact the user experience for increased adoption. This study evaluated the nutrient separation performance of a Urine Trap flush toilet in a bathroom shared by women in two sites in India. Over three different testing periods, 841 uses of this squat plate were recorded in 50 days. Analytical measurements found 36 % separation efficiency for total nitrogen (TN). While effective, the Urine Trap under test by users did not yield a 70-80 % TN separation efficiency observed under engineering characterization. High temporal resolution data from sensors on waste collection tanks, the opening of the bathroom door, and cleansing water flow were used to gain insights into hygiene practices. The data showed a frequent habit of wetting the squat plate during physiological excretion, a hygienic practice that eases cleaning but degrades the teapot separation effect of the Urine Trap design. By using sensors, we demonstrate a method to non-invasively gain quantitative insights into hygiene practices to inform sanitation technologies deployment strategies for improved outcomes.
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Affiliation(s)
| | | | - Claire M Welling
- Center for Water, Sanitation, Hygiene and Infectious Disease (WASH-AID), Department of Electrical and Computer Engineering, Duke University, Durham, NC, USA
| | | | - Jin Zhou
- Department of Electrical and Computer Engineering, Duke University, Durham, NC, USA
| | | | - Harald Gründl
- EOOS Design GmbH, Zelinkagasse 2/6, 1010 Vienna, Austria
| | | | - Sonia Grego
- 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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3
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Escobedo E, Cho K, Chang YS. Electrochemical activation of hydrogen peroxide, persulfate, and free chlorine using sacrificial iron anodes for decentralized wastewater treatment. JOURNAL OF HAZARDOUS MATERIALS 2022; 423:127068. [PMID: 34523470 DOI: 10.1016/j.jhazmat.2021.127068] [Citation(s) in RCA: 4] [Impact Index Per Article: 1.3] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/26/2021] [Revised: 08/26/2021] [Accepted: 08/26/2021] [Indexed: 06/13/2023]
Abstract
Increasing contamination of groundwater by heavy metals could potentially hamper the basic sanitation based on septic system in developing countries. Therefore, this paper evaluated wastewater treatment by electrochemical activation of hydrogen peroxide (EAHP), persulfate (EAP), and free chlorine (EAFC) to simultaneously eliminate aqueous organic matter and heavy metals. Sacrificial iron anodes under galvanostatic regime activated the batch-injected oxidants under uncontrolled pH, to avoid extra cost of control in decentralized processes (e.g., household use) to treat domestic wastewater. Response surface methodology (RSM) was used to determine the optimized conditions for EAP ([persulfate]0 = 25 mM, 24.4 mA/cm2), EAFC ([free chlorine]0 = 35.5 mM, 44.4 mA/cm2), and EAHP ([H2O2]0 = 91.1 mM, 45 mA/cm2) towards total organic carbon (TOC) removal. Treatment of real wastewater under optimum conditions significantly reduced chemical oxygen demand (COD) and TOC in all treatments, complying with lenient effluent standards as well as the added benefit of complete As(V) and Cr(VI) removal. Although EAP and EAFC provided superior removal of TOC (70-75%) and COD (73-100%) within 3 h, respectively, effluent toxicity and operation cost (76-85 USD/m3) were relatively high. EAHP was the best available option to secure non-toxic effluent with the least cost (63 USD/m3).
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Affiliation(s)
- Ericson Escobedo
- Division of Environmental Science and Engineering, Pohang University of Science and Technology (POSTECH), Pohang 37673, Republic of Korea
| | - Kangwoo Cho
- Division of Environmental Science and Engineering, Pohang University of Science and Technology (POSTECH), Pohang 37673, Republic of Korea; Institute for Convergence Research and Education in Advanced Technology, Yonsei University International Campus, 21983 Incheon, Republic of Korea.
| | - Yoon-Seok Chang
- Division of Environmental Science and Engineering, Pohang University of Science and Technology (POSTECH), Pohang 37673, Republic of Korea.
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4
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Sutherland C, Reynaert E, Dhlamini S, Magwaza F, Lienert J, Riechmann ME, Buthelezi S, Khumalo D, Morgenroth E, Udert KM, Sindall RC. Socio-technical analysis of a sanitation innovation in a peri-urban household in Durban, South Africa. THE SCIENCE OF THE TOTAL ENVIRONMENT 2021; 755:143284. [PMID: 33168239 DOI: 10.1016/j.scitotenv.2020.143284] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 07/14/2020] [Revised: 09/29/2020] [Accepted: 10/18/2020] [Indexed: 06/11/2023]
Abstract
The provision of water and sanitation for all that is safe, dignified, reliable, affordable and sustainable is a major global challenge. While centralized sewer-based sanitation systems remain the dominant approach to providing sanitation, the benefits of non-sewered onsite sanitation systems are increasingly being recognised. This paper presents the outcomes of the testing of the Blue Diversion Autarky Toilet (BDAT), a sanitation system providing hygiene and dignity without relying on water and wastewater infrastructure, in a peri-urban household in Durban, South Africa. The BDAT was used by a single household as their only form of sanitation during three months of technical and social testing. An analysis based on technical data in combination with interpretive, qualitative research methods revealed that the BDAT functioned well and achieved high levels of social acceptance in the test household. The flushing, cleanliness and odour-free nature of the sanitation technology, its functionality, the household's previous sanitation experience, and their experience with and understanding of water scarcity, were the main factors underpinning their positive response to this innovation in sanitation. The testing process resulted in broader developmental benefits for the household, including improved basic services due to the upgrading of the electrical and existing sanitation system, social learning, and improved relationships between household members and the local state. A transdisciplinary research process, which emerged through the assessment, enabled the integration of different forms of knowledge from multiple actors to address the complexity of problems related to the development of socially just sanitation. The benefit of engaging with societal actors in sanitation innovation and assessing its outcomes using both the technical and social sciences is evident in this paper.
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Affiliation(s)
- Catherine Sutherland
- University of KwaZulu Natal, School of Built Environment and Development Studies, 4041 Durban, South Africa
| | - Eva Reynaert
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600 Dübendorf, Switzerland; ETH Zürich, Institute of Environmental Engineering, 8093 Zürich, Switzerland.
| | - Sifiso Dhlamini
- University of KwaZulu Natal, Pollution Research Group, 4041 Durban, South Africa
| | - Fanelesibonge Magwaza
- University of KwaZulu Natal, School of Built Environment and Development Studies, 4041 Durban, South Africa
| | - Juri Lienert
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600 Dübendorf, Switzerland; Fraunhofer Ernst-Mach-Institute (EMI), 79104 Freiburg, Germany
| | - Michel E Riechmann
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600 Dübendorf, Switzerland
| | - Sibongile Buthelezi
- University of KwaZulu Natal, School of Built Environment and Development Studies, 4041 Durban, South Africa
| | - Duduzile Khumalo
- University of KwaZulu Natal, School of Built Environment and Development Studies, 4041 Durban, South Africa
| | - Eberhard Morgenroth
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600 Dübendorf, Switzerland; ETH Zürich, Institute of Environmental Engineering, 8093 Zürich, Switzerland
| | - Kai M Udert
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, 8600 Dübendorf, Switzerland; ETH Zürich, Institute of Environmental Engineering, 8093 Zürich, Switzerland
| | - Rebecca C Sindall
- University of KwaZulu Natal, Pollution Research Group, 4041 Durban, South Africa
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5
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Hennigs J, Ravndal KT, Parker A, Collins M, Jiang Y, Kolios AJ, McAdam E, Williams L, Tyrrel S. Faeces - Urine separation via settling and displacement: Prototype tests for a novel non-sewered sanitation system. THE SCIENCE OF THE TOTAL ENVIRONMENT 2021; 753:141881. [PMID: 32896734 PMCID: PMC7674630 DOI: 10.1016/j.scitotenv.2020.141881] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Figures] [Subscribe] [Scholar Register] [Received: 07/06/2020] [Revised: 08/19/2020] [Accepted: 08/20/2020] [Indexed: 06/11/2023]
Abstract
The development of novel, non-sewered sanitation systems like the Nano Membrane Toilet requires thorough investigation of processes that may seem well-understood. For example, unlike the settling of primary sludge, the separation of solids from liquids in a small-volume container at the scale of a household toilet has not been studied before. In two sets of experiments, the settling of real faeces and toilet paper in settling columns and the settling of synthetic faeces in a conical tank are investigated to understand the factors affecting the liquid quality for downstream treatment processes. Toilet paper is found to be a major inhibitor to settling of solids. While a lower overflow point results in better phase separation through displacement of liquid, a higher overflow point and frequent removal of solids may be more advantageous for the liquid quality.
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Affiliation(s)
- Jan Hennigs
- School of Water, Energy and Environment, Cranfield University, United Kingdom
| | - Kristin T Ravndal
- School of Water, Energy and Environment, Cranfield University, United Kingdom
| | - Alison Parker
- School of Water, Energy and Environment, Cranfield University, United Kingdom
| | - Matt Collins
- School of Water, Energy and Environment, Cranfield University, United Kingdom; Freeform Design & Innovation Ltd., Flitwick, United Kingdom
| | - Ying Jiang
- School of Water, Energy and Environment, Cranfield University, United Kingdom
| | - Athanasios J Kolios
- School of Water, Energy and Environment, Cranfield University, United Kingdom; University of Strathclyde, Glasgow, United Kingdom
| | - Ewan McAdam
- School of Water, Energy and Environment, Cranfield University, United Kingdom
| | - Leon Williams
- School of Water, Energy and Environment, Cranfield University, United Kingdom
| | - Sean Tyrrel
- School of Water, Energy and Environment, Cranfield University, United Kingdom.
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6
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Zhou J, Welling CM, Vasquez MM, Grego S, Chakrabarty K. Sensor-Array Optimization Based on Time-Series Data Analytics for Sanitation-Related Malodor Detection. IEEE TRANSACTIONS ON BIOMEDICAL CIRCUITS AND SYSTEMS 2020; 14:705-714. [PMID: 32746345 DOI: 10.1109/tbcas.2020.3002180] [Citation(s) in RCA: 3] [Impact Index Per Article: 0.6] [Reference Citation Analysis] [Abstract] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 06/11/2023]
Abstract
There is an unmet need for a low-cost instrumented technology for detecting sanitation-related malodor as an alert for maintenance around shared toilets and emerging technologies for onsite waste treatment. In this article, our approach to an electronic nose for sanitation-related malodor is based on the use of electrochemical gas sensors, and machine-learning techniques for sensor selection and odor classification. We screened 10 sensors from different vendors with specific target gases and recorded their response to malodor from fecal specimens and urine specimens, and confounding good odors such as popcorn. The analysis of 180 odor exposures data by two feature-selection methods based on mutual information indicates that, for malodor detection, the decision tree (DT) classifier with seven features from four sensors provides 88.0% balanced accuracy and 85.1% macro F1 score. However, the k-nearest-neighbors (KNN) classifier with only three features (from two sensors) obtains 83.3% balanced accuracy and 81.3% macro F1 score. For classification of urine against feces malodor, a balanced accuracy of 94.0% and a macro F1 score of 92.9% are achieved using only four features from three sensors and a logistic regression (LR) classifier.
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7
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Li YY, Wang JX, Chen X. Can a toilet promote virus transmission? From a fluid dynamics perspective. PHYSICS OF FLUIDS (WOODBURY, N.Y. : 1994) 2020; 32:065107. [PMID: 32574232 PMCID: PMC7301880 DOI: 10.1063/5.0013318] [Citation(s) in RCA: 95] [Impact Index Per Article: 19.0] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/15/2020] [Accepted: 05/21/2020] [Indexed: 05/03/2023]
Abstract
Currently, a novel coronavirus named "SARS-CoV-2" is spreading rapidly across the world, causing a public health crisis, economic losses, and panic. Fecal-oral transmission is a common transmission route for many viruses, including SARS-CoV-2. Blocking the path of fecal-oral transmission, which occurs commonly in toilet usage, is of fundamental importance in suppressing the spread of viruses. However, to date, efforts at improving sanitary safety in toilet use have been insufficient. It is clear from daily experience that flushing a toilet generates strong turbulence within the bowl. Will this flushing-induced turbulent flow expel aerosol particles containing viruses out of the bowl? This paper adopts computational fluid dynamics to explore and visualize the characteristics of fluid flow during toilet flushing and the influence of flushing on the spread of virus aerosol particles. The volume-of-fluid (VOF) model is used to simulate two common flushing processes (single-inlet flushing and annular flushing), and the VOF-discrete phase model (DPM) method is used to model the trajectories of aerosol particles during flushing. The simulation results are alarming in that massive upward transport of virus particles is observed, with 40%-60% of particles reaching above the toilet seat, leading to large-scale virus spread. Suggestions concerning safer toilet use and recommendations for a better toilet design are also provided.
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8
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Nadimpalli ML, Marks SJ, Montealegre MC, Gilman RH, Pajuelo MJ, Saito M, Tsukayama P, Njenga SM, Kiiru J, Swarthout J, Islam MA, Julian TR, Pickering AJ. Urban informal settlements as hotspots of antimicrobial resistance and the need to curb environmental transmission. Nat Microbiol 2020; 5:787-795. [PMID: 32467623 DOI: 10.1038/s41564-020-0722-0] [Citation(s) in RCA: 89] [Impact Index Per Article: 17.8] [Reference Citation Analysis] [Abstract] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Received: 11/05/2019] [Accepted: 04/07/2020] [Indexed: 12/24/2022]
Abstract
Antimicrobial resistance (AMR) is a growing public health challenge that is expected to disproportionately burden lower- and middle-income countries (LMICs) in the coming decades. Although the contributions of human and veterinary antibiotic misuse to this crisis are well-recognized, environmental transmission (via water, soil or food contaminated with human and animal faeces) has been given less attention as a global driver of AMR, especially in urban informal settlements in LMICs-commonly known as 'shanty towns' or 'slums'. These settlements may be unique hotspots for environmental AMR transmission given: (1) the high density of humans, livestock and vermin living in close proximity; (2) frequent antibiotic misuse; and (3) insufficient drinking water, drainage and sanitation infrastructure. Here, we highlight the need for strategies to disrupt environmental AMR transmission in urban informal settlements. We propose that water and waste infrastructure improvements tailored to these settings should be evaluated for their effectiveness in limiting environmental AMR dissemination, lowering the community-level burden of antimicrobial-resistant infections and preventing antibiotic misuse. We also suggest that additional research is directed towards developing economic and legal incentives for evaluating and implementing water and waste infrastructure in these settings. Given that almost 90% of urban population growth will occur in regions predicted to be most burdened by the AMR crisis, there is an urgent need to build effective, evidence-based policies that could influence massive investments in the built urban environment in LMICs over the next few decades.
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Affiliation(s)
- Maya L Nadimpalli
- Department of Civil and Environmental Engineering, Tufts University, Medford, MA, USA.,Center for Integrated Management of Antimicrobial Resistance (CIMAR), Tufts University, Boston, MA, USA
| | - Sara J Marks
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, Dübendorf, Switzerland
| | | | - Robert H Gilman
- Department of International Health, Johns Hopkins Bloomberg School of Public Health, Baltimore, MA, USA.,Facultad de Ciencias y Filosofía, Universidad Peruana Cayetano Heredia, Lima, Peru
| | - Monica J Pajuelo
- Department of International Health, Johns Hopkins Bloomberg School of Public Health, Baltimore, MA, USA.,Facultad de Ciencias y Filosofía, Universidad Peruana Cayetano Heredia, Lima, Peru
| | - Mayuko Saito
- Department of Virology, Tohoku University Graduate School of Medicine, Sendai, Japan
| | - Pablo Tsukayama
- Facultad de Ciencias y Filosofía, Universidad Peruana Cayetano Heredia, Lima, Peru.,Instituto de Medicina Tropical 'Alexander von Humboldt', Universidad Peruana Cayetano Heredia, Lima, Peru
| | | | - John Kiiru
- Kenya Medical Research Institute, Nairobi, Kenya
| | - Jenna Swarthout
- Department of Civil and Environmental Engineering, Tufts University, Medford, MA, USA
| | - Mohammad Aminul Islam
- Paul G. Allen School for Global Animal Health, Washington State University, Pullman, WA, USA.,International Centre for Diarrhoeal Disease Research, Bangladesh (ICDDR,B), Dhaka, Bangladesh
| | - Timothy R Julian
- Eawag, Swiss Federal Institute of Aquatic Science and Technology, Dübendorf, Switzerland.,Swiss Tropical and Public Health Institute, Basel, Switzerland.,University of Basel, Basel, Switzerland
| | - Amy J Pickering
- Department of Civil and Environmental Engineering, Tufts University, Medford, MA, USA. .,Center for Integrated Management of Antimicrobial Resistance (CIMAR), Tufts University, Boston, MA, USA.
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9
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Welling CM, Sasidaran S, Kachoria P, Hennessy S, Lynch BJ, Teleski S, Chaudhari H, Sellgren KL, Stoner BR, Grego S, Hawkins BT. Field testing of a household-scale onsite blackwater treatment system in Coimbatore, India. THE SCIENCE OF THE TOTAL ENVIRONMENT 2020; 713:136706. [PMID: 32019042 PMCID: PMC7043008 DOI: 10.1016/j.scitotenv.2020.136706] [Citation(s) in RCA: 12] [Impact Index Per Article: 2.4] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 10/17/2019] [Revised: 12/05/2019] [Accepted: 01/13/2020] [Indexed: 05/21/2023]
Abstract
4.2 billion people live without access to safely managed sanitation services. This report describes the field testing of an onsite prototype system designed to treat blackwater from a single flush toilet and reuse of the treated effluent for flushing. The system passes wastewater through a solid-liquid separator followed by settling tanks and granular activated carbon columns into an electrochemical reactor that oxidizes chloride salts from urine to generate chlorine to remove pathogens. The objectives of the study were to verify the functionality of the system (previously demonstrated in the laboratory) under realistic use conditions, to identify maintenance requirements, and to make a preliminary assessment of the system's user acceptability. The prototype was installed in a women's workplace and residential toilet block in Coimbatore, India, and tested over a period of 10 months. The treated water met stringent disinfection threshold for both E. coli and helminth eggs and produced a clear, colorless effluent that met or nearly met local and international discharge standards for non-sewered sanitation systems. The effluent had an average chemical oxygen demand of 81 mg/L, total suspended solids of 11 mg/L, and reduction of total nitrogen by 65%. These tests determined the recommended service lifetimes and maintenance intervals for key system components including the electrochemical cell, granular activated carbon columns, and solid-liquid separator. User feedback regarding the use of treated blackwater as flush water was positive. These findings will inform the design and implementation of next-generation systems currently under development.
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Affiliation(s)
- Claire M Welling
- Duke University Center for WaSH-AID and Department of Electrical and Computer Engineering, Durham, NC, USA
| | | | | | - Sarah Hennessy
- RTI International, Research Triangle Park, NC, USA; Triangle Environmental Health Initiative, Durham, NC, USA
| | | | | | | | - Katelyn L Sellgren
- Duke University Center for WaSH-AID and Department of Electrical and Computer Engineering, Durham, NC, USA
| | - Brian R Stoner
- Duke University Center for WaSH-AID and Department of Electrical and Computer Engineering, Durham, NC, USA
| | - Sonia Grego
- Duke University Center for WaSH-AID and Department of Electrical and Computer Engineering, Durham, NC, USA
| | - Brian T Hawkins
- Duke University Center for WaSH-AID and Department of Electrical and Computer Engineering, Durham, NC, USA.
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10
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Measurement and Modelling of Moisture Sorption Isotherm and Heat of Sorption of Fresh Feces. WATER 2020. [DOI: 10.3390/w12020323] [Citation(s) in RCA: 5] [Impact Index Per Article: 1.0] [Reference Citation Analysis] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 12/31/2022]
Abstract
The drying (or dewatering) of fresh feces and fecal sludge is a productive step in the management of sanitation, waste treatment, and resource recovery services. An improved understanding of fresh feces and fecal sludge drying would contribute to the development and deployment of fecal sludge management services. However, there is a lack of available literature on the fundamental drying characteristics of fresh feces. In response to this gap, this work shares experimental results for equilibrium moisture content of fresh feces at different water activity levels (aw) and proposes the use of the Guggenheim, Anderson, and de Boer (GAB) model for predicting aw, calculating the heat of sorption, and estimating the corresponding energy requirements for drying of fresh feces. This is the first time this work has been done with fresh feces. The total heat of evaporation was significant up to a moisture content of about 0.2 kg water per kg dry solids. In addition to informing drying process design, the sorption isotherm can be used to predict microbial activity, which could improve the management of feces and fecal sludge from a public health perspective. These data in turn will be used to promote access to dignified, safe, and sustainable sanitation.
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11
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Hennigs J, Parker A, Collins M, Jiang Y, Kolios A, McAdam E, Williams L, Tyrrel S. Planning and communicating prototype tests for the Nano Membrane Toilet: A critical review and proposed strategy. Gates Open Res 2019. [DOI: 10.12688/gatesopenres.13057.1] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.2] [Reference Citation Analysis] [Abstract] [Track Full Text] [Journal Information] [Subscribe] [Scholar Register] [Indexed: 11/20/2022] Open
Abstract
Urban sanitation in growing cities of the Global South presents particular challenges. This led to the Bill & Melinda Gates Foundation’s Reinvent The Toilet Challenge, which sparked the development of various non-sewered sanitation technologies like the Nano Membrane Toilet. Complex disruptive technologies like this entail an extensive product development process, including various types of prototype tests. While there is an abundance of literature discussing how to build prototypes, and the optimal number of tests, there has been little focus on how to plan and conduct tests, especially in a development endeavour of this complexity. Four approaches to testing are reviewed, and their strengths and weaknesses compared. A visualised testing strategy is proposed that encompasses the entire product development process and can be used to plan and communicate prototype tests for the Nano Membrane Toilet to ultimately achieve compliance with international standards.
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12
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Hennigs J, Parker A, Collins M, Jiang Y, Kolios A, McAdam E, Williams L, Tyrrel S. Planning and communicating prototype tests for the Nano Membrane Toilet: A critical review and proposed strategy. Gates Open Res 2019; 3:1532. [PMID: 32025631 PMCID: PMC6974809 DOI: 10.12688/gatesopenres.13057.2] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Download PDF] [Figures] [Journal Information] [Subscribe] [Scholar Register] [Accepted: 08/23/2019] [Indexed: 11/20/2022] Open
Abstract
Urban sanitation in growing cities of the Global South presents particular challenges. This led to the Bill & Melinda Gates Foundation's Reinvent The Toilet Challenge, which sparked the development of various non-sewered sanitation technologies like the Nano Membrane Toilet. Complex disruptive technologies like this entail an extensive product development process, including various types of prototype tests. While there is an abundance of literature discussing how to build prototypes, and the optimal number of tests, there has been little focus on how to plan and conduct tests, especially in a development endeavour of this complexity. Four approaches to testing are reviewed, and their strengths and weaknesses compared. A visualised testing strategy is proposed that encompasses the entire product development process and can be used to plan and communicate prototype tests for the Nano Membrane Toilet to ultimately achieve compliance with international standards.
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Affiliation(s)
- Jan Hennigs
- Water Science Institute, Cranfield University, Cranfield, MK430AL, UK
| | - Alison Parker
- Water Science Institute, Cranfield University, Cranfield, MK430AL, UK
| | - Matt Collins
- Water Science Institute, Cranfield University, Cranfield, MK430AL, UK
- Freeform Design & Innovation Ltd., Flitwick, UK
| | - Ying Jiang
- Water Science Institute, Cranfield University, Cranfield, MK430AL, UK
| | - Athanasios Kolios
- Water Science Institute, Cranfield University, Cranfield, MK430AL, UK
- University of Strathclyde, Glasgow, UK
| | - Ewan McAdam
- Water Science Institute, Cranfield University, Cranfield, MK430AL, UK
| | - Leon Williams
- Water Science Institute, Cranfield University, Cranfield, MK430AL, UK
| | - Sean Tyrrel
- Water Science Institute, Cranfield University, Cranfield, MK430AL, UK
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