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Готові списки джерел за темами / Detention ponds

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Добірка наукової літератури з теми "Detention ponds"

Автор: Grafiati

Опубліковано: 10 січня 2023

Оновлено: 31 липня 2025

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Статті в журналах з теми "Detention ponds"

1

Shammaa, Y., D. Z. Zhu, L. L. Gyürék, and C. W. Labatiuk. "Effectiveness of dry ponds for stormwater total suspended solids removal." Canadian Journal of Civil Engineering 29, no. 2 (2002): 316–24. http://dx.doi.org/10.1139/l02-008.

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This paper reviews the factors and criteria for the design of new and the retrofitting of existing dry detention ponds to enhance removal of total suspended solids (TSS) from stormwater. Detention time is discussed as the most important factor affecting TSS removal. Two-stage facilities and multi-level outlet design are important means of enhancing TSS removal in dry ponds. Two dry ponds within the city of Edmonton were selected to evaluate their TSS removal. The level of expected TSS removal is low owing to the relatively short detention times for both ponds. Methods for retrofitting the dry

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2

Macdonald, R. J., and A. Ernst. "Disinfection Efficiency and Problems Associated with Maturation Ponds." Water Science and Technology 18, no. 10 (1986): 19–29. http://dx.doi.org/10.2166/wst.1986.0107.

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Reductions in densities of indicator organisms and pathogens were measured in maturation ponds receiving secondary effluents from trickling filter and activated sludge treatment works. Effluent detention times in the ponds were determined using dye tracing techniques and compared with nominal detention times calculated from pond volumes and effluent flow rates. Median detention times were substantially less than nominal times because of short circuiting due to pond design aspects and thermal stratification. Maturation ponds of 10 days median detention time were found to successfully disinfect

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3

Macdonald, R. J., and A. Ernst. "Disinfection Efficiency and Problems Associated with Maturation Ponds." Water Science and Technology 19, no. 3-4 (1987): 557–67. http://dx.doi.org/10.2166/wst.1987.0235.

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Reductions in densities of indicator organisms and pathogens were measured in maturation ponds receiving secondary effluents from trickling filter and activated sludge treatment works. Effluent detention times in the ponds were determined using dye tracing techniques and compared with nominal detention times calculated from pond volumes and effluent flow rates. Median detention times were substantially less than nominal times because of short circuiting due to pond design aspects and thermal stratification. Maturation ponds of 10 days median detention time were found to successfully disinfect

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4

Darnell, Charles M., Hussain Lootah, Essa Alhaj Al Maidoor, and Sami A. H. Ghonim. "STORMWATER MANAGEMENT USING DETENTION PONDS." Proceedings of the Water Environment Federation 2001, no. 13 (2001): 582–97. http://dx.doi.org/10.2175/193864701790864494.

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5

Papa, Fabian, Barry J. Adams, and Yiping Guo. "Detention time selection for stormwater quality control ponds." Canadian Journal of Civil Engineering 26, no. 1 (1999): 72–82. http://dx.doi.org/10.1139/l98-046.

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Current stormwater quality control pond design in Ontario typically includes the specification of a uniform detention time for extended detention ponds to ensure water quality control. In reality, the pollution-control performance of such facilities is governed by two opposing forces: improved pollutant removal efficiency over longer detention times and the decreased volume of runoff captured and treated by the facility for longer detention times. The combination of these effects produces a maximum attainable level of long-term pollution-control performance at an optimal detention time. Derive

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6

von Sperling, M., and L. C. A. M. Mascarenhas. "Performance of very shallow ponds treating effluents from UASB reactors." Water Science and Technology 51, no. 12 (2005): 83–90. http://dx.doi.org/10.2166/wst.2005.0432.

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Polishing ponds are units conceived for the post-treatment of the effluents from anaerobic reactors, are designed as maturation ponds, and aim at a further removal of organic matter and a high removal of pathogenic organisms. The paper investigates the performance of four very shallow (H = 0.40 m) polishing ponds in series, with very low detention times (1.4–2.5 days in each pond), treating anaerobic effluent from the city of Belo Horizonte, Brazil. The system was able to achieve excellent results in terms of BOD and E. coli removal, and good results in terms of ammonia removal, allowing compl

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7

Ihsani, Nanda Nashiha, Budi Indra Setiawan, and Satyanto Krido Saptomo. "Perancangan Sistem Pengelolaan Air Hujan dengan Zero Run Off System di RSUD Kota Bogor." JURNAL TEKNIK HIDRAULIK 15, no. 2 (2024): 85–98. https://doi.org/10.32679/jth.v15i2.778.

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Annual flooding during the rainy season at the Bogor City Regional General Hospital since 2016 has created a significant issue, potentially triggering a domino effect impacting the hospital, its visitors, staff, and patients. This study aims to design a rainwater management system to mitigate excessive rainwater puddles, which causes flooding, using the Zero Runoff System (ZROS) concept. The ZROS concept focuses on establishing an eco-drainage system for this government-owned hospital to address the issue of inundation effectively. This study employs rainfall-runoff modeling with statistical m

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8

Kim, Y., D. L. Giokas, P. G. Chung, and D. R. Lee. "Design of water hyacinth ponds for removing algal particles from waste stabilization ponds." Water Science and Technology 48, no. 11-12 (2004): 115–23. http://dx.doi.org/10.2166/wst.2004.0818.

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In this study it was demonstrated that when water hyacinth ponds (WHPs) are used for polishing the effluent from waste stabilization ponds (WSPs), suspended solids (mostly algal particles) are efficiently separated, which also resulted in the reduction of insoluble forms of COD and nutrients. The high pH of the WSPs effluent was easily adjusted to 6-7 as it passed through the WHPs. However, the use of water hyacinth rapidly reduced dissolved oxygen at the first cell to less than three mg/L or very frequently to a level of anaerobic state. Reduction of suspended solids at the WHPs mainly depend

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9

Pettersson, Thomas J. R. "FEM-Modelling of Open Stormwater Detention Ponds." Hydrology Research 28, no. 4-5 (1997): 339–50. http://dx.doi.org/10.2166/nh.1998.29.

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Stormwater in urban areas is polluted with suspended materials which transport heavy metals and degrade the quality of the receiving waters. Since open detention ponds improve water quality, an investigation of a constructed pilot-scale detention pond was carried out. Measurements of inflow and outflow were performed and two flow-weighted samplers were used to collect representative samples of suspended solids and heavy metals. The particle size distribution was analysed to allow an estimation of the settling of suspended solids. Particle removal from a rain event was defined as two different

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10

Bruce N. Wilson and Billy J. Barfield. "Predicted and Observed Turbulence in Detention Ponds." Transactions of the ASAE 29, no. 5 (1986): 1300–1306. http://dx.doi.org/10.13031/2013.30313.

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Дисертації з теми "Detention ponds"

1

Bauer, Richard D. "Optimization of detention ponds for urbanizing watersheds /." Available to subscribers only, 2008. http://proquest.umi.com/pqdweb?did=1559856651&sid=14&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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2

Kaye, Kriss Young. "Phosphorus accumulation in bottom sediments of retention/detention ponds." Master's thesis, University of Central Florida, 1993. http://digital.library.ucf.edu/cdm/ref/collection/RTD/id/71670.

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University of Central Florida College of Engineering Thesis<br>Laboratory and field studies were conducted to characterize phosphorus in bottom sediments for retention/detention ponds. The laboratory studies, including batch and column experiments, were conducted to assess possible removal processes. Sediment core samples were collected from detention ponds receiving urban runoff. These cores were analyzed for phosphorus at different layers including accumulated top sediments and the lower parent soil beneath it at a depth of 1, 3, 5, 10 and greater than 10 cm. The phosphorus accumulation

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3

Färm, Carina. "Constructed Filters and Detention Ponds for Metal Reduction in Storm Water." Doctoral thesis, Mälardalens högskola, Institutionen för samhällsteknik, 2003. http://urn.kb.se/resolve?urn=urn:nbn:se:mdh:diva-55.

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4

Scott, Kenneth A. "Nutrient characteristics of urban stormwater detention ponds on the Canadian Prairies." Thesis, Edinburgh Napier University, 1997. http://researchrepository.napier.ac.uk/Output/4268.

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The use of artificial ponds for the temporary storage of urban stormwater runoff is a commonly used environmental engineering practice in North America. By releasing runoff at a rate slower than the initial generation rate, on-line flood control is achieved. Urban runoff typically has a high eutrophication potential, so that single unit detention ponds may sustain excess algal/macrophyte growth within only a few years of construction. A research project was undertaken between 1992 and 1995 on stormwater detention ponds in the Province of Saskatchewan, Canada. Three ponds aged 15 to 17 years ol

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5

Omar, Mohie Eldeen Mohamed Ahmed [Verfasser]. "Improvement of Detention Ponds with Respect to Salinity / Mohie Eldeen Mohamed Ahmed Omar." Aachen : Shaker, 2011. http://d-nb.info/108076495X/34.

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6

Sanousi, Sanousi Salem. "A method for assessing the use of small water impoundments for sediment detention and local water supplies on the Wadi Zarat watershed, northwestern Libya." Diss., The University of Arizona, 1985. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_e9791_1985_240_sip1_w.pdf&type=application/pdf.

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7

Kabbani, Muhieddine Saadeddine. "Using PCSWMM to simulate first flush and assess performance of extended dry detention ponds as structural stormwater BMPs in a large polluted urban watershed." Diss., University of Iowa, 2015. https://ir.uiowa.edu/etd/1653.

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Анотація:

Urbanization and increase of impervious areas impact stormwater runoff and can pollute receiving waters. Total suspended solids (TSS) are of particular concern as they can act as a transport agent for other pollutants. Moreover, the existence of the first flush phenomenon (FF), whereby the first stage of storm runoff is the most concentrated, can also have profound ecological effects on receiving waters. Understanding the various types of pollutants in watershed stormwater, their correlation with rainfall parameters (precipitation depth and previous dry days) and with TSS, and the existence of

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8

Hoeppner, Ana Flávia da Silva. "Comportamento de variáveis físicas, químicas e da eficiência de sistemas de lagoas de estabilização em ambiente tropical (Vale do Ribeira de Iguape, SP)." Universidade de São Paulo, 2007. http://www.teses.usp.br/teses/disponiveis/18/18138/tde-31102008-132720/.

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As lagoas de estabilização compõem sistemas de tratamento de águas residuárias sujeitos à variação de eficiência decorrente, dentre outros fatores, das variações climáticas. A variação de eficiência e da estratificação em lagoas de estabilização, localizadas em ambiente subtropical, em diferentes épocas do ano, foi o principal objetivo dessa pesquisa. Para essa finalidade, a eficiência de dois sistemas de lagoas de estabilização localizadas no Vale do Ribeira de Iguape (SP) - nas cidades de Jacupiranga e Pariquera-Açu - foi determinada, em período sazonal (quatro épocas do ano) e semanal (três

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9

Hodges, Kimberly Jean. "Assessing Urban Non-Point Source pollutants at the Virginia Tech Extended Dry Detention Pond." Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/36582.

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With a growing concern for the environment and increasing urbanization of rural areas, understanding the characteristics of urban non-point source pollution has become a focus for water quality investigators. Once thought to be a small contributor to the pollution problem, urban non-point sources are now responsible for transporting over 50% of all pollutants into natural waterways. Assessing non-point source pollution is the key to future water quality improvements in natural receiving waters. The purpose of this research was to investigate the water quality of an urbanized watershed, anal

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10

Brown, Anthony Turner Franklin. "Examination of influential variables biological leaching of trace metals from stormwater detention pond sediments." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp04/mq20611.pdf.

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Книги з теми "Detention ponds"

1

Bahk, Benjamin. A survey of outflow water quality from detention ponds in agriculture. Environmental Section, Southwest Water Management District, 1996.

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2

Hampson, Paul S. Effects of detention on water quality of two stormwater detention ponds receiving highway surface runoff in Jacksonville, Florida. U.S. Dept. of the Interior, Geological Survey, 1986.

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3

Canada, Canada Environment. Stormwater detention ponds of southern Ontario: Are they a risk to wildlife? Environment Canada, 1999.

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4

Fernandez, Mario. Hydrogeology and chemical quality of water and bottom sediment at three stormwater detention ponds, Pinellas County, Florida. U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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5

Fernandez, Mario. Hydrogeology and chemical quality of water and bottom sediment at three stormwater detention ponds, Pinellas County, Florida. U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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6

J, Waschbusch Robert, Hughes P. E, Wisconsin. Dept. of Natural Resources, and Geological Survey (U.S.), eds. Water quality of an urban wet detention pond in Madison, Wisconsin, 1987-88. The Survey, 1993.

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7

Cummings, Dave. Periodic dam safety inspection report for Reba Lake Stormwater Detention Pond, King County, Washington. Washington State Dept. of Ecology, 2005.

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8

Martin, Edward H. Constituent-load changes in urban stormwater runoff routed through a detention pond-wetlands system in central Florida. U.S. Dept. of the Interior, Geological Survey, 1986.

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9

Martin, Edward H. Constituent-load changes in urban stormwater runoff routed through a detention pond-wetlands system in central Florida. U.S. Dept. of the Interior, Geological Survey, 1986.

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10

Martin, Edward H. Constituent-load changes in urban stormwater runoff routed through a detention pond-wetlands system in central Florida. U.S. Dept. of the Interior, Geological Survey, 1986.

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Частини книг з теми "Detention ponds"

1

Wium-Andersen, Tove, Asbjørn H. Nielsen, Thorkild Hvitved-Jacobsen, and Jes Vollertsen. "Reduction of Stormwater Runoff Toxicity by Wet Detention Ponds." In Highway and Urban Environment. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-3043-6_19.

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2

Lam, Alan S., and R. Mark Palmer. "Modeling Retrofitted Extended-Detention Wet Ponds and Wetland Pockets." In Advances in Modeling the Management of Stormwater Impacts. CRC Press, 2021. http://dx.doi.org/10.1201/9781003208945-24.

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3

Wium-Andersen, Tove, Asbjørn Haaning Nielsen, Thorkild Hvitved-Jacobsen, and Jes Vollertsen. "Modeling nutrient and pollutant removal in three wet detention ponds." In Urban Environment. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2540-9_22.

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4

de Souza, Fernanda Pereira, Maria Elisa Leite Costa, and Sergio Koide. "Hydrological Modelling and Detention Ponds Evaluation at Paranoa Lake - Brazil." In New Trends in Urban Drainage Modelling. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99867-1_112.

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5

Madsen, Heidi Ina, Jes Vollertsen, and Thorkild Hvitved-Jacobsen. "Modelling the oxygen mass balance of wet detention ponds receiving highway runoff." In Alliance For Global Sustainability Bookseries. Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6010-6_42.

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6

Stephansen, Diana Agnete, Asbjørn Haaning Nielsen, Thorkild Hvitved-Jacobsen, and Jes Vollertsen. "Bioaccumulation of heavy metals in fauna from wet detention ponds for stormwater runoff." In Urban Environment. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-2540-9_30.

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7

Urbonas, Ben, and William P. Ruzzo. "Standardization of Detention Pond Design for Phosphorus Removal." In Urban Runoff Pollution. Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-70889-3_25.

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8

Omar, M., A. Jourieh & R. Hinkelmann, D. Balla, M. Barjenbruch, and J. Steidl. "Optimization of a detention pond based on numerical flow and transport simulations." In Environmental Hydraulics. Volume 2. CRC Press, 2022. http://dx.doi.org/10.1201/9780429100314-78.

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9

Schifman, Laura A., Varun K. Kasaraneni, and Vinka Oyanedel-Craver. "Contaminant Accumulation in Stormwater Retention and Detention Pond Sediments: Implications for Maintenance and Ecological Health." In ACS Symposium Series. American Chemical Society, 2018. http://dx.doi.org/10.1021/bk-2018-1302.ch007.

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Mah, Darrien Yau Seng, Afdal Haziq bin Mohamad Salehe, and Frederik Josep Putuhena. "Water Sensitive Urban Design in Existing Urban Settings: Case Study of Dry Detention Pond in Kuching City." In InCIEC 2013. Springer Singapore, 2014. http://dx.doi.org/10.1007/978-981-4585-02-6_27.

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Тези доповідей конференцій з теми "Detention ponds"

1

Schroer, William F., Claudia Benitez-Nelson, Erik Smith, and Lori A. Ziolkowski. "SOUTH CAROLINA STORMWATER DETENTION PONDS: SEDIMENT ACCUMULATION AND NUTRIENT SEQUESTRATION." In 65th Annual Southeastern GSA Section Meeting. Geological Society of America, 2016. http://dx.doi.org/10.1130/abs/2016se-273279.

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2

Po-Yuan Hsu and Yi-Lung Yeh. "Study on optimal starting time of detention ponds and water resource reuse." In 2011 International Conference on Electric Information and Control Engineering (ICEICE). IEEE, 2011. http://dx.doi.org/10.1109/iceice.2011.5777318.

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3

Su, Dehui, Xing Fang, and Zheng Fang. "Effectiveness and Downstream Impacts of Stormwater Detention Ponds Required for Land Development." In World Environmental and Water Resources Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41114(371)314.

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4

Hassanpour, Pezhman. "Model of a Fluid-Level System for the Design and Analysis of Detention Basins Considering Recent Weather Extreme Events and Historic Precipitation Data." In ASME 2023 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/imece2023-116564.

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Abstract Engineering systems such as flood control dams and storm drain systems are designed to adhere to specific requirements outlined in engineering design codes. These codes heavily rely on local historic climate and precipitation data, which are updated every few years. However, the revision cycles of engineering codes and climate data are not necessarily synchronized. Consequently, it can take a decade or more for a shift in historic climate data to be reflected in the engineering codes. Meanwhile, climate change has increased the frequency and severity of extreme weather conditions. To

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5

Chang, Ni-Bin, Marty Wanielista, and Zachary Marimon. "Comparative Evaluation of Floating Treatment Wetlands for Nutrient Removal and Algal Toxin Control in Wet Detention Ponds." In International Low Impact Development 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479025.017.

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6

Mittal, Aashna, Jessica Nguyen, Lisa Scholten, and Zoran Kapelan. "UrbanLemma: A serious game to support the adoption of sustainable urban drainage solutions." In 2nd WDSA/CCWI Joint Conference. Editorial Universitat Politècnica de València, 2022. http://dx.doi.org/10.4995/wdsa-ccwi2022.2022.14138.

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Long-term planning of urban drainage systems is required to prevent pluvial flooding and the effects of droughts. Sustainable urban drainage systems (SUDS), e.g., permeable pavements, detention ponds, and rainwater harvesting systems are increasingly used to manage water and build resilience in urban environments. However, the adoption of these solutions remains low due to various socio-institutional barriers. Improving awareness about SUDS and highlighting their multifunctional benefits and trade-offs through an engaging medium could help address these barriers. Serious games provide an immer

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Park, Daeryong, Sukhwan Jang, and Larry A. Roesner. "Multipurpose Detention Pond Design for Improved Watershed Management." In World Environmental and Water Resources Congress 2007. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40927(243)572.

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8

Krajewski, A., M. Wasilewicz, K. Banasik, and A. Sikorska. "Operation of detention pond in urban area—example of Wyścigi Pond in Warsaw." In The Fifth National Congress of Environmental Engineering. CRC Press, 2016. http://dx.doi.org/10.1201/9781315281971-29.

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Kaini, P., K. Artita, and J. W. Nicklow. "Evaluating Optimal Detention Pond Locations at a Watershed Scale." In World Environmental and Water Resources Congress 2007. American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40927(243)170.

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10

Burger, Caroline. "Reuse of Unusable Land for a Stormwater Detention Pond." In Watershed Management Conference 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41143(394)68.

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Звіти організацій з теми "Detention ponds"

1

Desiderati, Christopher. Carli Creek Regional Water Quality Project: Assessing Water Quality Improvement at an Urban Stormwater Constructed Wetland. Portland State University, 2022. http://dx.doi.org/10.15760/mem.78.

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Stormwater management is an ongoing challenge in the United States and the world at-large. As state and municipal agencies grapple with conflicting interests like encouraging land development, complying with permits to control stormwater discharges, “urban stream syndrome” effects, and charges to steward natural resources for the long-term, some agencies may turn to constructed wetlands (CWs) as aesthetically pleasing and functional natural analogs for attenuating pollution delivered by stormwater runoff to rivers and streams. Constructed wetlands retain pollutants via common physical, physico

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Effects of detention on water quality of two stormwater detention ponds receiving highway surface runoff in Jacksonville, Florida. US Geological Survey, 1986. http://dx.doi.org/10.3133/wri864151.

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Hydrogeology and chemical quality of water and bottom sediment at three stormwater detention ponds, Pinellas County, Florida. US Geological Survey, 1993. http://dx.doi.org/10.3133/wri924139.

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Constituent-load changes in urban stormwater runoff routed through a detention pond-wetlands system in central Florida. US Geological Survey, 1986. http://dx.doi.org/10.3133/wri854310.

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Efficiency of a stormwater detention pond in reducing loads of chemical and physical constituents in urban streamflow, Pinellas County, Florida. US Geological Survey, 1995. http://dx.doi.org/10.3133/wri944217.

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The effects of flow-path modification on water-quality constituent retention in an urban stormwater detention pond and wetland system, Orlando, Florida. US Geological Survey, 1996. http://dx.doi.org/10.3133/wri954297.

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