Difference between revisions of "Urine Diverting Flush Toilet"
(→Manuals, videos and links) |
(→References) |
||
Line 64: | Line 64: | ||
===References=== | ===References=== | ||
− | * Kvarnström, E., Emilsson, K., Richert Stintzing, A., Johansson, M., Jönsson, H., af Petersens, E., Schönning, C., Christensen, J., Hellström, D., Qvarnström, L., Ridderstolpe, P. and Drangert, J.-O. (2006). Urine Diversion: One Step Towards Sustainable Sanitation. Report 2006–1, EcoSanRes: Ecosan Publications Series, Stockholm, SE. | + | * Kvarnström, E., Emilsson, K., Richert Stintzing, A., Johansson, M., Jönsson, H., af Petersens, E., Schönning, C., Christensen, J., Hellström, D., Qvarnström, L., Ridderstolpe, P. and Drangert, J.-O. (2006). [https://mediamanager.sei.org/documents/Publications/SEI-Report-Kvarnstrom-UrineDiversion-2006-1.pdf Urine Diversion: One Step Towards Sustainable Sanitation]. Report 2006–1, EcoSanRes: Ecosan Publications Series, Stockholm, SE. |
− | |||
− | * Larsen, T. A. and Lienert, J. (2007). Novaquatis Final Report. NoMix – A New Approach to Urban Water Management. Eawag, Dübendorf, CH. | + | * Larsen, T. A. and Lienert, J. (2007). [http://www.novaquatis.eawag.ch/publikationen/final_report_E.pdf Novaquatis Final Report. NoMix – A New Approach to Urban Water Management]. Eawag, Dübendorf, CH. |
− | |||
− | * von Münch, E. and Winker, M. (2011). Technology Review of Urine Diversion Components. Overview of Urine Diversion Components Such as Waterless Urinals, Urine Diversion Toilets, Urine Storage and Reuse Systems. Gesellschaft für Internationale Zusammenarbeit (GIZ) GmbH, Eschborn, DE. | + | * von Münch, E. and Winker, M. (2011). [http://www.susana.org/_resources/documents/default/2-875-giz2011-en-technology-review-urine-diversion.pdf Technology Review of Urine Diversion Components. Overview of Urine Diversion Components Such as Waterless Urinals, Urine Diversion Toilets, Urine Storage and Reuse Systems]. Gesellschaft für Internationale Zusammenarbeit (GIZ) GmbH, Eschborn, DE. |
− | |||
− | * Winker, M. and Saadoun, A. (2011). Urine and Brownwater Separation at GTZ Main Office Building Eschborn, Germany – Case Study of Sustainable Sanitation Projects. Sustainable Sanitation Alliance (SuSanA), Eschborn, DE. | + | * Winker, M. and Saadoun, A. (2011). [https://www.susana.org/_resources/documents/default/2-63-en-susana-cs-germany-eschborn-haus1-16122011-docx.pdf Urine and Brownwater Separation at GTZ Main Office Building Eschborn, Germany – Case Study of Sustainable Sanitation Projects]. Sustainable Sanitation Alliance (SuSanA), Eschborn, DE. |
− | |||
===Acknowledgements=== | ===Acknowledgements=== | ||
{{:Acknowledgements Sanitation}} | {{:Acknowledgements Sanitation}} |
Latest revision as of 18:56, 5 September 2020
|
The Urine Diverting Flush Toilet (UDFT) is similar in appearance to a Cistern Flush Toilet (U.5) except for the diversion in the bowl. The toilet bowl has two sections so that the urine can be separated from the faeces. Both sitting and squatting models exist. Urine is collected in a drain in the front of the toilet and faeces are collected in the back. The urine is collected without water, but a small amount of water is used to rinse the urine-collection bowl when the toilet is flushed. The urine flows into a storage tank for further use or processing, while the faeces are flushed with water to be treated. ContentsDesign ConsiderationsThe system requires dual plumbing, i.e., separate piping for urine and brownwater (faeces, dry cleansing material and flushing water). The toilet should be installed carefully with an understanding of how and where clogs may occur so that they can be prevented and easily removed. For the discharge of urine, plastic pipes should be used to prevent corrosion. To limit scaling, all connections (pipes) to storage tanks should be kept as short as possible; whenever they exist, pipes should be installed with at least a 1% slope, and sharp angles (90°) should be avoided. A pipe diameter of 50 mm is sufficient for steep slopes and where maintenance is easy. Larger diameter pipes (> 75 mm) should be used elsewhere, especially for minimum slopes, and where access is difficult.
AppropriatenessA UDFT is adequate when there is enough water for flushing, a treatment technology for the brownwater and a use for the collected urine. To improve diversion efficiency, Urinals (U.3) for men are recommended. UDFTs are suitable for public and private applications, although significant training and awareness is required in public settings to ensure proper use and minimize clogging. Since this technology requires separate pipes for urine and brownwater collection, the plumbing is more complicated than for Cistern Flush Toilets. Particularly, the proper design and installation of the urine pipes is crucial, and requires expertise. Health Aspects/AcceptanceInformation cards and/or diagrams are essential for ensuring proper use and for promoting acceptance; if users understand why the urine is being separated, they will be more willing to use the UDFT properly. Correct plumbing will ensure that there are no odours. Operation & MaintenanceAs with any toilet, proper cleaning is important to keep the bowl(s) clean and prevent stains from forming. Because urine is collected separately, calcium- and magnesium-based minerals and salts can precipitate and build up in the fittings and pipes. Washing the bowl with a mild acid (e.g., vinegar) and/or hot water can prevent the build-up of mineral deposits and scaling. Stronger (> 24% acetic) acid or a caustic soda solution (2 parts water to 1 part soda) can be used for removing blockages. However, in some cases manual removal may be required. Manuals, videos and linksReferences
AcknowledgementsThe material on this page was adapted from: Elizabeth Tilley, Lukas Ulrich, Christoph Lüthi, Philippe Reymond and Christian Zurbrügg (2014). Compendium of Sanitation Systems and Technologies, published by Sandec, the Department of Water and Sanitation in Developing Countries of Eawag, the Swiss Federal Institute of Aquatic Science and Technology, Dübendorf, Switzerland. The 2nd edition publication is available in English. French and Spanish are yet to come. |