Difference between revisions of "Waste Stabilization Pond"
(→References) |
|||
| (10 intermediate revisions by 2 users not shown) | |||
| Line 1: | Line 1: | ||
| − | + | {|style="float: left;" | |
| + | |{{Language-box|english_link=Waste_Stabilization_Pond|french_link=Bassins_de_lagunage|spanish_link=Estanques_de_Estabilizacion_de_Desperdicios|hindi_link=coming soon|malayalam_link=coming soon|tamil_link=coming soon | korean_link=coming soon | chinese_link=Coming soon | japanese_link=Coming soon}} | ||
| + | |} | ||
{|width="100%" | {|width="100%" | ||
|style="width:50%;"|{{santable_new| | |style="width:50%;"|{{santable_new| | ||
sys1=[[Single Pit System |1]]| | sys1=[[Single Pit System |1]]| | ||
| − | sys2=[[Blackwater Treatment System with Infiltration| | + | sys2=[[Blackwater Treatment System with Infiltration|6]]| |
| − | sys3=[[Blackwater Treatment System with | + | sys3=[[Blackwater Treatment System with Effluent Transport|7]]| |
| − | sys4=[[(Semi-) Centralized Treatment System | | + | sys4=[[Blackwater Transport to (Semi-) Centralized Treatment System |8]]| |
| − | sys5=[[Sewerage System with Urine Diversion| | + | sys5=[[Sewerage System with Urine Diversion|9]]| |
sys6=| | sys6=| | ||
sys7=| | sys7=| | ||
sys8=| | sys8=| | ||
| + | sys9=| | ||
pic=Waste_stabilization_ponds.png| | pic=Waste_stabilization_ponds.png| | ||
ApplHousehold=| | ApplHousehold=| | ||
| Line 17: | Line 20: | ||
ManShared=X| | ManShared=X| | ||
ManPublic=XX| | ManPublic=XX| | ||
| − | Input1=Blackwater|Input2=Greywater |Input3= | Input4= |Input5=| | + | Input1=Blackwater|Input2=Greywater |Input3=Brownwater | Input4=Sludge |Input5=| |
| − | Output1= | + | Output1= Sludge | Output2=Effluent | Output3= | Output4= | Output5= |
| − | |||
| − | |||
| − | |||
}} | }} | ||
| − | |[[Image:Waste_stabilization_ponds.png |right| | + | |[[Image:Waste_stabilization_ponds.png |right|500px]] |
|} | |} | ||
| + | <br> | ||
---- | ---- | ||
| + | <br> | ||
| − | [[Image:Icon_waste_stabilization_ponds.png |right| | + | [[Image:Icon_waste_stabilization_ponds.png |right|80px]] |
| − | '''Waste Stabilization Ponds (WSPs) are large, | + | '''Waste Stabilization Ponds (WSPs) are large, man-made water bodies. The ponds can be used individually, or linked in a series for improved treatment. There are three types of ponds, (1) anaerobic, (2) facultative and (3) aerobic (maturation), each with different treatment and design characteristics.''' |
| − | For the most effective treatment, WSPs should be linked in a series of three | + | <br> |
| + | For the most effective treatment, WSPs should be linked in a series of three or more with effluent flowing from the anaerobic pond to the facultative pond and, finally, to the aerobic pond. The anaerobic pond is the primary treatment stage and reduces the organic load in the wastewater. The entire depth of this fairly deep pond is anaerobic. Solids and BOD removal occurs by sedimentation and through subsequent anaerobic digestion inside the sludge. Anaerobic bacteria convert organic carbon into methane and, through this process, remove up to 60% of the BOD. | ||
| − | In a series of WSPs the effluent from the anaerobic pond is transferred to the facultative pond, where further BOD is removed | + | In a series of WSPs, the effluent from the anaerobic pond is transferred to the facultative pond, where |
| + | further BOD is removed. The top layer of the pond receives oxygen from natural diffusion, wind mixing and algae-driven photosynthesis. The lower layer is deprived of oxygen and becomes anoxic or anaerobic. Settleable solids accumulate and are digested on the bottom of the pond. The aerobic and anaerobic organisms work together to achieve BOD reductions of up to 75%. Anaerobic and facultative ponds are designed for BOD removal, while aerobic ponds are designed for pathogen removal. An aerobic pond is commonly referred to as a maturation, polishing, or finishing pond because it is usually the last step in a series of ponds and provides the final level of treatment. It is the shallowest of the ponds, ensuring that sunlight penetrates the full depth for photosynthesis to occur. Photosynthetic algae release oxygen into the water and at the same time consume carbon dioxide produced by the respiration of | ||
| + | bacteria. Because photosynthesis is driven by sunlight, the dissolved oxygen levels are highest during the day and drop off at night. Dissolved oxygen is also provided by natural wind mixing. | ||
| − | + | ===Design Considerations=== | |
| + | Anaerobic ponds are built to a depth of 2 to 5 m and have a relatively short detention time of 1 to 7 days. Facultative ponds should be constructed to a depth of 1 to 2.5 m and have a detention time between 5 to 30 days. Aerobic ponds are usually between 0.5 to 1.5 m deep. If used in combination with [[Aquaculture Ponds | algae and/or fish harvesting]] (see D.9), this type of pond is effective at removing the majority of nitrogen and phosphorus from the effluent. Ideally, several aerobic ponds can be built in series to provide a high level of pathogen removal. | ||
| − | To prevent leaching, the ponds should have a liner. The liner can be clay, asphalt, compacted earth, or | + | [[Pre-Treatment Technologies|Pre-Treatment]] (see PRE, p. 100) is essential to prevent scum formation and to hinder excess solids and garbage from entering the ponds. To prevent leaching into the groundwater, the ponds should have a liner. The liner can be made from clay, asphalt, compacted earth, or any other impervious material. To protect the pond from runoff and erosion, a protective berm should be constructed around the pond using the excavated material. A fence should be installed to ensure that people and animals stay out of the area and that garbage does not enter the ponds. |
| + | <br> | ||
{{procontable | pro= | {{procontable | pro= | ||
| − | - | + | - Resistant to organic and hydraulic shock loads <br> |
| − | - Requires | + | - High reduction of solids, BOD and pathogens <br> |
| + | - High nutrient removal if combined with aquaculture <br> | ||
| + | - Low operating costs <br> | ||
| + | - No electrical energy is required <br> | ||
| + | - No real problems with insects or odours if designed and maintained correctly | ||
| + | | con= | ||
| + | - Requires a large land area <br> | ||
| + | - High capital costs depending on the price of land <br> | ||
| + | - Requires expert design and construction <br> | ||
| + | - Sludge requires proper removal and treatment | ||
}} | }} | ||
| − | == | + | ===Appropriateness=== |
| − | + | WSPs are among the most common and efficient methods of wastewater treatment around the world. They are especially appropriate for rural and peri-urban communities that have large, unused land, at | |
| − | WSPs are among the most common and efficient methods of wastewater treatment around the world. They are especially appropriate for rural communities that have large, | + | a distance from homes and public spaces. They are not appropriate for very dense or urban areas. |
| − | |||
| − | |||
| + | ===Health Aspects/Acceptance=== | ||
Although effluent from aerobic ponds is generally low in pathogens, the ponds should in no way be used for recreation or as a direct source of water for consumption or domestic use. | Although effluent from aerobic ponds is generally low in pathogens, the ponds should in no way be used for recreation or as a direct source of water for consumption or domestic use. | ||
| − | == | + | ===Operation & Maintenance=== |
| + | Scum that builds up on the pond surface should be regularly removed. Aquatic plants (macrophytes) that are present in the pond should also be removed as they may provide a breeding habitat for mosquitoes and prevent light from penetrating the water column. The anaerobic pond must be desludged approximately once every 2 to 5 years, when the accumulated solids reach one third of the pond volume. For facultative ponds sludge removal is even rarer and maturation ponds hardly ever need desludging. Sludge can be removed by using a raft-mounted sludge pump, a mechanical scraper at the bottom of the pond or by draining and dewatering the pond and removing the sludge with a front-end loader. | ||
| + | ===Upgrading=== | ||
Ideally, several aerobic ponds can be built in series to provide a high level of pathogen removal. A final aquaculture pond can be used to generate income and supply a locally grown food source. | Ideally, several aerobic ponds can be built in series to provide a high level of pathogen removal. A final aquaculture pond can be used to generate income and supply a locally grown food source. | ||
| − | == | + | ===References=== |
| − | |||
| − | |||
| − | |||
| − | == | ||
| − | * | + | * Kayombo, S., Mbwette, T. S. A., Katima, J. H. Y., Ladegaard, N. and Jorgensen, S. E. (2004). [https://sswm.info/sites/default/files/reference_attachments/KAYOMBO%20et%20al%202004%20Waste%20Stabilization%20Ponds%20and%20Constructed%20Wetlands%20Design%20Manual_0.pdf Waste Stabilization Ponds and Constructed Wetlands Design Manual]. UNEP-IETC/Danida, Dar es Salaam, TZ/Copenhagen, DK. |
| − | * | + | * Peña Varón, M. and Mara, D. D. (2004). [https://sswm.info/sites/default/files/reference_attachments/VARON%202004%20%20Waste%20Stabilistion%20Ponds.pdf Waste Stabilisation Ponds]. Thematic Overview Paper. IRC International Water and Sanitation Centre, Delft, NL. |
| − | * | + | * Shilton, A. (Ed.) (2005). Pond Treatment Technology. Integrated Environmental Technology Series, IWA Publishing, London, UK. (Book) |
| − | * | + | * von Sperling, M. (2007). [https://www.iwapublishing.com/sites/default/files/ebooks/9781780402109.pdf Waste Stabilisation Ponds. Biological Wastewater Treatment Series, Volume Three]. IWA Publishing, London, UK. |
| − | * | + | * von Sperling, M. and de Lemos Chernicharo, C. A. (2005). [https://www.iwapublishing.com/sites/default/files/ebooks/9781780402734.pdf Biological Wastewater Treatment in Warm Climate Regions, Volume One]. IWA Publishing, London, UK. pp. 495-656. |
| − | * | + | * Ulrich, A. (Ed.), Reuter, S. (Ed.), Gutterer, B. (Ed.), Sasse, L., Panzerbieter, T. and Reckerzügel, T. (2009). [https://wedc-knowledge.lboro.ac.uk/resources/books/DEWATS_-_Chapter_01.pdf Decentralised Wastewater Treatment Systems (DEWATS) and Sanitation in Developing Countries. A Practical Guide]. WEDC, Loughborough University, Leicestershire, UK. (Detailed description and Excel spreadsheets for design calculations) |
| − | ==Acknowledgements== | + | ===Acknowledgements=== |
{{:Acknowledgements Sanitation}} | {{:Acknowledgements Sanitation}} | ||
Latest revision as of 06:00, 20 October 2020
|
|
 | ||||||||||||||||||||||||||
Waste Stabilization Ponds (WSPs) are large, man-made water bodies. The ponds can be used individually, or linked in a series for improved treatment. There are three types of ponds, (1) anaerobic, (2) facultative and (3) aerobic (maturation), each with different treatment and design characteristics.
For the most effective treatment, WSPs should be linked in a series of three or more with effluent flowing from the anaerobic pond to the facultative pond and, finally, to the aerobic pond. The anaerobic pond is the primary treatment stage and reduces the organic load in the wastewater. The entire depth of this fairly deep pond is anaerobic. Solids and BOD removal occurs by sedimentation and through subsequent anaerobic digestion inside the sludge. Anaerobic bacteria convert organic carbon into methane and, through this process, remove up to 60% of the BOD.
In a series of WSPs, the effluent from the anaerobic pond is transferred to the facultative pond, where further BOD is removed. The top layer of the pond receives oxygen from natural diffusion, wind mixing and algae-driven photosynthesis. The lower layer is deprived of oxygen and becomes anoxic or anaerobic. Settleable solids accumulate and are digested on the bottom of the pond. The aerobic and anaerobic organisms work together to achieve BOD reductions of up to 75%. Anaerobic and facultative ponds are designed for BOD removal, while aerobic ponds are designed for pathogen removal. An aerobic pond is commonly referred to as a maturation, polishing, or finishing pond because it is usually the last step in a series of ponds and provides the final level of treatment. It is the shallowest of the ponds, ensuring that sunlight penetrates the full depth for photosynthesis to occur. Photosynthetic algae release oxygen into the water and at the same time consume carbon dioxide produced by the respiration of bacteria. Because photosynthesis is driven by sunlight, the dissolved oxygen levels are highest during the day and drop off at night. Dissolved oxygen is also provided by natural wind mixing.
Contents
Design Considerations
Anaerobic ponds are built to a depth of 2 to 5 m and have a relatively short detention time of 1 to 7 days. Facultative ponds should be constructed to a depth of 1 to 2.5 m and have a detention time between 5 to 30 days. Aerobic ponds are usually between 0.5 to 1.5 m deep. If used in combination with algae and/or fish harvesting (see D.9), this type of pond is effective at removing the majority of nitrogen and phosphorus from the effluent. Ideally, several aerobic ponds can be built in series to provide a high level of pathogen removal.
Pre-Treatment (see PRE, p. 100) is essential to prevent scum formation and to hinder excess solids and garbage from entering the ponds. To prevent leaching into the groundwater, the ponds should have a liner. The liner can be made from clay, asphalt, compacted earth, or any other impervious material. To protect the pond from runoff and erosion, a protective berm should be constructed around the pond using the excavated material. A fence should be installed to ensure that people and animals stay out of the area and that garbage does not enter the ponds.
| Advantages | Disadvantages/limitations |
|---|---|
| - Resistant to organic and hydraulic shock loads - High reduction of solids, BOD and pathogens |
- Requires a large land area - High capital costs depending on the price of land |
Appropriateness
WSPs are among the most common and efficient methods of wastewater treatment around the world. They are especially appropriate for rural and peri-urban communities that have large, unused land, at a distance from homes and public spaces. They are not appropriate for very dense or urban areas.
Health Aspects/Acceptance
Although effluent from aerobic ponds is generally low in pathogens, the ponds should in no way be used for recreation or as a direct source of water for consumption or domestic use.
Operation & Maintenance
Scum that builds up on the pond surface should be regularly removed. Aquatic plants (macrophytes) that are present in the pond should also be removed as they may provide a breeding habitat for mosquitoes and prevent light from penetrating the water column. The anaerobic pond must be desludged approximately once every 2 to 5 years, when the accumulated solids reach one third of the pond volume. For facultative ponds sludge removal is even rarer and maturation ponds hardly ever need desludging. Sludge can be removed by using a raft-mounted sludge pump, a mechanical scraper at the bottom of the pond or by draining and dewatering the pond and removing the sludge with a front-end loader.
Upgrading
Ideally, several aerobic ponds can be built in series to provide a high level of pathogen removal. A final aquaculture pond can be used to generate income and supply a locally grown food source.
References
- Kayombo, S., Mbwette, T. S. A., Katima, J. H. Y., Ladegaard, N. and Jorgensen, S. E. (2004). Waste Stabilization Ponds and Constructed Wetlands Design Manual. UNEP-IETC/Danida, Dar es Salaam, TZ/Copenhagen, DK.
- Peña Varón, M. and Mara, D. D. (2004). Waste Stabilisation Ponds. Thematic Overview Paper. IRC International Water and Sanitation Centre, Delft, NL.
- Shilton, A. (Ed.) (2005). Pond Treatment Technology. Integrated Environmental Technology Series, IWA Publishing, London, UK. (Book)
- von Sperling, M. (2007). Waste Stabilisation Ponds. Biological Wastewater Treatment Series, Volume Three. IWA Publishing, London, UK.
- von Sperling, M. and de Lemos Chernicharo, C. A. (2005). Biological Wastewater Treatment in Warm Climate Regions, Volume One. IWA Publishing, London, UK. pp. 495-656.
- Ulrich, A. (Ed.), Reuter, S. (Ed.), Gutterer, B. (Ed.), Sasse, L., Panzerbieter, T. and Reckerzügel, T. (2009). Decentralised Wastewater Treatment Systems (DEWATS) and Sanitation in Developing Countries. A Practical Guide. WEDC, Loughborough University, Leicestershire, UK. (Detailed description and Excel spreadsheets for design calculations)
Acknowledgements
The 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.
