A Study Into the Provision of Sustainable Toilets in Remote Rural Locations
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Designing an Evaluation Protocol for Composting Toilet Systems ______
Designing an Evaluation Protocol for Composting Toilet Systems ______________________________________________________________ An Interactive Qualifying Project submitted to the Faculty of Worcester Polytechnic Institute in partial fulfilment of the requirements for the Degree of Bachelor of Science. By: Camryn Berry Zahava Preil Lena Sophia Thompson Date: February 26, 2020 Report Submitted to: Professor Seth Tuler and Professor Isa Bar-On This report represents work of WPI undergraduate students submitted to the faculty as evidence of a degree requirement. WPI routinely publishes these reports on its web site without editorial or peer review. For more information about the projects program at WPI, see http://www.wpi.edu/Academics/Projects Abstract Two billion people worldwide lack access to adequate sanitation which ensures hygienic separation of human excreta from human contact. Composting toilets help address this health hazard by containing waste and reducing risk of disease. The goal of our project was to develop a cost-effective, user-friendly and minimally-disruptive protocol to evaluate the function, use and maintenance of composting toilets. This protocol was trialed at Kibbutz Lotan in Israel. We concluded that Lotan’s system was effective, though inefficient. The trial allowed us to identify potential improvements to the protocol that can be applied in the future. Our protocol is successful for evaluating the success of a system and how adequately it can address the unnecessary loss of life caused by inadequate sanitation. ii Acknowledgements We would like to thank the people who helped make our project possible. Firstly, we would like to thank our sponsor Alex Cicelsky of the Kibbutz Lotan Center for Creative Ecology. -
Fecal Sludge Management (FSM) Services in Nigeria} Public Disclosure Authorized
Report No: AUS0000053 . Nigeria Sustainable WSS Services in Nigeria { Fecal Sludge Management (FSM) Services in Nigeria} Public Disclosure Authorized . {December 2017} . WAT . Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized . Document of the World Bank . © 2017 The World Bank 1818 H Street NW, Washington DC 20433 Telephone: 202-473-1000; Internet: www.worldbank.org Some rights reserved This work is a product of the staff of The World Bank. The findings, interpretations, and conclusions expressed in this work do not necessarily reflect the views of the Executive Directors of The World Bank or the governments they represent. The World Bank does not guarantee the accuracy of the data included in this work. The boundaries, colors, denominations, and other information shown on any map in this work do not imply any judgment on the part of The World Bank concerning the legal status of any territory or the endorsement or acceptance of such boundaries. Rights and Permissions The material in this work is subject to copyright. Because The World Bank encourages dissemination of its knowledge, this work may be reproduced, in whole or in part, for noncommercial purposes as long as full attribution to this work is given. Attribution—Please cite the work as follows: “World Bank. {YEAR OF PUBLICATION}. {TITLE}. © World Bank.” All queries on rights and licenses, including subsidiary rights, should be addressed to World Bank Publications, The World Bank Group, 1818 H Street NW, Washington, DC 20433, USA; fax: 202-522-2625; e-mail: [email protected]. Technical Assistance to Fecal Sludge Management Services in Port Harcourt, Nigeria Selection #1222708 ASSESSMENT REPORT AND PROJECT DEVELOPMENT IN SELECTED PILOT AREAS 1 August 2017 ii Project Development in Selected Pilot Areas EXECUTIVE SUMMARY The imperative for improving the collection, treatment, and disposal of human excreta is gaining increasing attention in international development efforts. -
Composting Toilets
Advanced Methods and Materials AMM201 Composting Toilets This Advanced Method and Material was developed jointly by the City of Bellingham SCOPE Building Department and Sustainable Connections to enhance water conservation ef- All habitable build- forts by providing a means for the installation of composting toilets. ings. DEFINITIONS Composting toilet: A BENEFITS human waste disposal system that utilizes a Composting toilets can help achieve zero waterless or low-fl ush toilet in conjunction water consumption. When used in com- with a tank in which bination with wastewater re-utilization aerobic bacteria break in irrigation and other household water down the waste. reduction techniques, costs can be cut by up to 60%. Additional benefi ts of com- PERMIT posting toilets include: REQUIREMENTS In general, the person Lower electricity costs (to pump water installing the com- and sewage) posting toilet obtains any required permits. Elimination of infrastructure costs For specifi c informa- to provide fresh water or collect and tion applicants should treat sewage contact the COB End state is a valuable fertilizer Permit Center/Build- ing Services Division Contribute up to 3 LEED® points for for more information: your project (360) 778-8300 or [email protected]. The average household spends as much as $500 per year on its water and sewer bill. A four-person household using a traditional 3.5 gallon fl ush toilet will fl ush some 70 gallons per day down the toilet (that’s an annual volume of over 25,000 gallons per year). Compared to sewage systems, on-site composting and greywater treatment has less impact on the environment (large effl uent releases into watercourses and oceans are avoided, disruption to soils systems through pipeline installation is eliminated and leakage of raw sewage into groundwater through pipe deterioration and breakage is eliminated). -
1.5 Design of Composting Toilet for Practical Application in Burkina Faso
Design of composting toilet for practical application in Burkina Faso Kenta Yabui*, Ken Ushijima, Ryusei Ito, Naoyuki Funamizu Department of Environmental Engineering, Graduate school of Engineering, Hokkaido University, Kita-13, Nishi-8, Kita-ku, Sapporo 060-8628, Japan [email protected] 011-706-6272 Abstract Resource recycling sanitation system, which utilize composting toilet, is one of the promising concept to improve the sanitary conditions in developing countries. In this sanitation system, toilet has to have two functions; sanitary equipment and fertilizer generator. As sanitary equipment, toilet has to provide clean, safe, comfortable environment for daily defecation. As fertilizer generator, toilet has to convert urine and feces into safe and good quality of fertilizer. The composting toile should be designed in order to perform both two functions in high quality, with low cost. In this research, design requirements for toilet as sanitary equipment and fertilizer generator are abstracted basing on field survey to 6 families from 3 villages in rural area of Burkina Faso. According to abstracted requirements, one design of composting toilet was proposed for rural area of Burkina Faso. The feces degradation performance was same level as commercial composting toilet and required torque for mixing was smaller than commercial screw type composting toilet. Key words: user oriented design, resource recycling sanitation system, composting toilet 1. Introduction Currently, in Burkina Faso, people living in rural area can access to improved toilet are 6%. In Millennium developing Goals (MDGs), the target is the number of people do not have improved sanitary facilities reduces by half by 2015. In that area, the progress of installation of sanitary facilities to achieve MDGs is too low, while more than half of the people still have open defecation culture or unimproved toilets, especially poor people. -
Business Analysis of Fecal Sludge Management: Emptying and Transportation Services in Africa and Asia Draft Final Report
Business Analysis of Fecal Sludge Management: Emptying and Transportation Services in Africa and Asia Draft Final Report Sangeeta Chowdhry and Doulaye Kone Sponsored by The Bill & Melinda Gates Foundation September 2012 ACKNOWLEDGMENTS This report was written by Sangeeta Chowdhry (independent consultant) under the guidance and supervision of Dr. Doulaye Kone (Bill & Melinda Gates Foundation). Several sector experts provided generous support of their time as advisors to this study. Their participation in several workshops that were held in in Africa and Asia, and review and feedback of the country proposals and reports is greatly appreciated. Rajesh Advani from the World Bank needs a special mention here. Mr. Advani provided valuable training in financial analysis to the country teams at workshops in Asia and Africa. The sector experts who served as advisors to this project are: Rajesh Advani (World Bank), Akica Bahri (African Development Bank), Matovu Jafari (Private Emptiers’ Association, Uganda), Roshan Shrestha (UNDP) and Dr Thammarat Koottatep (Asian Institute of Technology). Report disclaimer: This report is based on research funded by the Bill & Melinda Gates Foundation. The findings and conclusions contained within are those of the authors and do not necessarily reflect positions or policies of the Bill & Melinda Gates Foundation. Copyright notice: © 2012 Bill & Melinda Gates Foundation. All Rights Reserved. Bill & Melinda Gates Foundation is a registered trademark in the United States and other countries. 2 TABLE OF CONTENTS ACKNOWLEDGMENTS -
1. Urine Diversion
1. Urine diversion – hygienic risks and microbial guidelines for reuse © Caroline Schönning Department of Parasitology, Mycology and Environmental Microbiology Swedish Institute for Infectious Disease Control (SMI) SE-171 82 Solna Sweden [email protected] This chapter is based on the doctoral thesis published by the author in February 2001: Höglund, C. (2001). Evaluation of microbial health risks associated with the reuse of source separated human urine. PhD thesis, Department of Biotechnology, Royal Institute of Technology, Stockholm, Sweden. ISBN 91-7283-039-5. The full thesis (87 pages, without published papers) can be downloaded from: http://www.lib.kth.se/Sammanfattningar/hoglund010223.pdf Dr Håkan Jönsson, Swedish University for Agricultural Sciences is acknowledged for compiling Section 3, and Dr Jan-Olof Drangert, Linköping University is acknowledged for compiling Section 9. TABLE OF CONTENTS TABLE OF CONTENTS 1 1. INTRODUCTION 2 1.1 History 2 1.2 Nutrient content and volume of domestic wastewater 3 2. URINE DIVERSION 3 2.1 Urine diversion in Sweden 4 2.2 Source-separation of urine in other parts of the world 6 2.3 Ecological Sanitation 6 3. URINE AS A FERTILISER IN AGRICULTURE 7 3.1 Characteristics of diverted human urine 7 3.2 Collection and storage of the urine – developing countries 7 3.3 Urine as a fertiliser 8 3.4 Crops to fertilise 9 3.5 Dosage 9 3.6 Fertilising experiments 10 3.7 Acceptance 11 4. PATHOGENIC MICROORGANISMS IN URINE 11 5. FAECAL CONTAMINATION 13 5.1 Analysis of indicator bacteria to determine faecal contamination 14 5.2 Analysis of faecal sterols to determine faecal contamination 15 5.3 Discussion 16 6. -
Doctor of Philosophy
KWAME NKRUMAH UNIVERSITY OF SCIENCE AND TECHNOLOGY KUMASI, GHANA Optimizing Vermitechnology for the Treatment of Blackwater: A Case of the Biofil Toilet Technology By OWUSU, Peter Antwi (BSc. Civil Eng., MSc. Water supply and Environmental Sanitation) A Thesis Submitted to the Department of Civil Engineering, College of Engineering in Partial Fulfilment of the Requirements for the Degree of Doctor of Philosophy October, 2017 DECLARATION I hereby declare that this submission is my own work towards the PhD and that, to the best of my knowledge, it contains no material previously published by another person nor material which has been accepted for the award of any other degree of any university, except where due acknowledgement has been made in the text. OWUSU Peter Antwi ………………….. ……………. (PG 8372212) Signature Date Certified by: Dr. Richard Buamah …………………. .................... (Supervisor) Signature Date Dr. Helen M. K. Essandoh (Mrs) …………………. .................... (Supervisor) Signature Date Prof. Esi Awuah (Mrs) …………………. .................... (Supervisor) Signature Date Prof. Samuel Odai …………………. .................... (Head of Department) Signature Date i ABSTRACT Human excreta management in urban settings is becoming a serious public health burden. This thesis used a vermi-based treatment system; “Biofil Toilet Technology (BTT)” for the treatment of faecal matter. The BTT has an average household size of 0.65 cum; a granite porous filter composite for solid-liquid separation; coconut fibre as a bulking material and worms “Eudrilus eugeniae” -
Cost-Benefit Analysis of Fecal Sludge Treatment Interventions in Ghana
COST-BENEFIT ANALYSIS OF FECAL SLUDGE TREATMENT INTERVENTIONS IN GHANA ESI AWUAH Department of Civil Engineering, KNUST, Kumasi Ghana AHMED ISSAHAKU Department of Civil Engineering, KNUST, Kumasi Ghana MARTHA OSEI MARFO Department of Water and Sanitation UCC, Cape Coast Ghana SAMPSON ODURO-KWARTENG Department of Civil Engineering, KNUST, Kumasi Ghana MICHEAL ADDO AZIATSI Department of Civil Engineering, KNUST, Kumasi Ghana NATIONAL DEVELOPMENT PLANNING COMMISSION COPENHAGEN CONSENSUS CENTER © 2020 Copenhagen Consensus Center [email protected] www.copenhagenconsensus.com This work has been produced as a part of the Ghana Priorities project. Some rights reserved This work is available under the Creative Commons Attribution 4.0 International license (CC BY 4.0). Under the Creative Commons Attribution license, you are free to copy, distribute, transmit, and adapt this work, including for commercial purposes, under the following conditions: Attribution Please cite the work as follows: #AUTHOR NAME#, #PAPER TITLE#, Ghana Priorities, Copenhagen Consensus Center, 2020. License: Creative Commons Attribution CC BY 4.0. Third-party-content Copenhagen Consensus Center does not necessarily own each component of the content contained within the work. If you wish to re-use a component of the work, it is your responsibility to determine whether permission is needed for that re-use and to obtain permission from the copyright owner. Examples of components can include, but are not limited to, tables, figures, or images. PRELIMINARY DRAFT AS OF -
Wastewater Treatment Technologies List.Cdr
GK.TAMILGOD.ORG List Of Wastewater Treatment TECHNOLOGIES TECHNOLOGIES G K . T A M I L G O D . O R G G K . TA M I L G O D . O R G A Ta m i l Q A P o r t a l . Wastewater Treatment Technologies Activated sludge model Activated sludge systems Adsorption/Bio-oxidation process Advanced oxidation process Aerated lagoon Aerobic granular reactor Aerobic granular sludge technology Aerobic granulation Aerobic treatment system Anaerobic clarigester Anaerobic digester types Anaerobic digestion Anaerobic filter Anaerobic lagoon Anammox API oil-water separator Belt filter Bioconversion of biomass to mixed alcohol fuels Biofilters Bioreactor Bioretention Biorotor Capacitive deionization Carbon filtering Cesspit Chemical addition wastewater treatment Clarifier Coarse bubble diffusers Composting toilet Constructed wetland Cross-flow filtration Dark fermentation Decentralized wastewater system Diffuser (sewage) Page 01 G K . TA M I L G O D . O R G A Ta m i l Q A P o r t a l . G K . TA M I L G O D . O R G A Ta m i l Q A P o r t a l . Wastewater Treatment Technologies Dissolved air flotation Dissolved gas flotation Desalination Distillation EcocyclET systems Electrocoagulation Electrodeionization Electrodialysis Electrolysis Enhanced biological phosphorus removal Expanded granular sludge bed digestion Extended aeration Facultative lagoon Fenton's reagent Filtration Fine bubble diffusers Flocculation & sedimentation Flotation process Forward osmosis Froth flotation Hydrocyclone Imhoff tank Induced gas flotation Ion exchange Lamella clarifier (inclined plate clarifier)[1] Living machines Maceration (sewage) Media filter Membrane bioreactor Membrane distillation Membrane fouling Microbial fuel cell Microflotation Moving bed biofilm reactor Page 02 G K . -
Compendium of Sanitation Technologies in Emergencies
Compendium 1st Edition of Sanitation Technologies in Emergencies Compendium 1st Edition of Sanitation Technologies in Emergencies Robert Gensch (GTO), Amy Jennings (BORDA), Samuel Renggli (Eawag), Philippe Reymond (Eawag) We would like to thank the following individuals and their organisations/institutions for their invaluable contributions to this publication: Djilali Abdelghafour, Nienke Andriessen, Leonellha Barreto-Dillon, Andy Bastable, Magdalena Bäuerl, Benjamin Bernan- dino, Damian Blanc, Franck Bouvet, Patrick Bracken, Chris Buckley, Marc-Andre Bünzli, Chris Canaday, Daniel Clauss, Benjamin Dard, Malcolm Dickson, Paul Donahue, Georg Ecker, Miriam Englund, Marta Fernández Cortés, Suzanne Ferron, Claire Furlong, Sergio Gelli, Feline Gerstenberg, Moritz Gold, Celia González Otálora, Peter Harvey, Oliver Hoffmann, Tineke Hooijmans, Andrews Jacobs, Heidi Johnston, Christopher Kellner, Anthony Kilbride, Sasha Kramer, Jenny Lamb, Günther Langergraber, Anne Lloyd, Andreas Ludwig, Christoph Lüthi, Saskia Machel, Grover Mamani, Adeline Mertenat, Mona Mijthab, Alexander Miller, Patrice Moix, Paolo Monaco, Bella Monse, Hans-Joachim Mosler, Burt Murray, Arne Pane sar, Thilo Panzerbieter, Jonathan Parkinson, Dominique Porteaud, Nick Preneta, Torsten Reckerzügl, Bob Reed, Stefan Reuter, Romain Revol, Nina Röttgers, Johannes Rück, Vasco Schelbert, Jan-Christoph Schlenk, Jan-Hendrik Schmidt, Stephanie Schramm, Jan Spit, Haakon Spriewald, Steve Sugden, Annkatrin Tempel, Elisabeth Tilley, Erika Trabucco, Tobias Ulbrich, Lukas Ulrich, Claudio Valsangiacomo, -
Recycling Beds
RECYCLING BEDS A practical guide for the sizing, and building of recycling beds for the evapo-transpiration of excess liquids generated by Sun-Mar Central Composting Toilet Systems in summer cottage applications in Ontario, Canada . C.M.Wilkinson Spring 2001 -1- INTRODUCTION Those Sun-Mar Central Composting Toilet Systems which incorporate 1 pint flush toilets in the bathroom, such as the CENTREX, CENTREX NE, and CENTREX AC/DC are not necessarily able to evaporate the small amount of flushing liquid they receive. Regulations may call for such excess liquid to be received in a facility such as a cess pool, septic system, or holding tank. However, these facilities may return the nutrients to the groundwater, and in many environments this may cause the character of lakes and bodies of water to change in a way that is undesirable for those wishing to use the water for recreation. Where Sun-Mar Central type units are installed in "fragile" environments, it often makes sense to provide a Recycling Bed. A Recycling bed provides a closed loop system where the excess liquid, if any, is evaporated, and the nutrients are taken up and used by plants. In this way, CENTREX units are converted into self contained systems which operate completely independent of the environment, and do not affect it in any way. Recycling Beds are small, relatively shallow at 18" deep ( 24" with a safety reservoir), and inexpensive beds which take advantage of well documented natural processes. They are extremely simple for the cottage owner to size and built. This guide provides a shortcut to give the cottage owner the necessary information to build the correct sized bed. -
Future Options for Sewage and Drainage Systems Three Scenarios for Transitions and Continuity
sustainability Article Future Options for Sewage and Drainage Systems Three Scenarios for Transitions and Continuity Karel Mulder 1,2 1 Faculty of Technology, Innovation & Society, The Hague University of Applied Science, 2521 EN Den Haag, The Netherlands; [email protected] 2 The Netherlands and Faculty of Technology, Policy & Management, Delft University of Technology, 2628 CD Delft, The Netherlands Received: 10 December 2018; Accepted: 28 February 2019; Published: 6 March 2019 Abstract: The challenge of sustainable development requires cities to aim for drastic improvements in the systems that support its vital functions. Innovating these systems can be extremely hard, and might take lots of time. A transparent and democratic strategy is important to guarantee support for change. Such a process should aim at developing consensus regarding a basic vision to guide the process of systems change. This paper sketches future options for the development of sanitation- and urban drainage systems in industrialized economies. It will provide an analysis of relevant trends for sewage system innovation. In history, sewage systems have emerged from urban sewage and precipitation removal systems, to urban sewage and precipitation removal and cleaning systems. The challenge for the future is recovering energy and resources from sewage systems while maintaining/improving its sanitary service and lowering its emissions. Keywords: urban sustainability; systems strategy; systems innovation; sewage systems 1. Introduction The challenge of sustainable development—i.e., bringing the global metabolic processes that provide for human needs within the limitations of our finite planet, and prioritizing the underprivileged in harvesting the fruits of these processes—requires leaps in the resource efficiency of these metabolic processes.