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Relevant bibliographies by topics / Stormwater retention basins

Academic literature on the topic 'Stormwater retention basins'

Author: Grafiati

Published: 10 December 2022

Last updated: 28 January 2023

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Journal articles on the topic "Stormwater retention basins"

1

Gonzalez-Merchan, C., Y. Perrodin, C. Sébastian, C. Bazin, T. Winiarski, and S. Barraud. "Ecotoxicological characterisation of sediments from stormwater retention basins." Water Science and Technology 69, no. 5 (January 3, 2014): 1045–51. http://dx.doi.org/10.2166/wst.2014.006.

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Retention–detention basins are important structures for managing stormwater. However, their long-term operation raises the problem of managing the sediments they accumulate. Potential uses for such sediments have been envisaged, but each sediment must be characterised beforehand to verify its harmlessness. In this paper we address this issue through the development of a battery of bioassays specifically adapted to such sediments. We tested the method on samples taken from four retention basins in the region of Lyon (France). This battery focuses on the toxic effects linked to both the solid phase (ostracod and Microtox® solid-phase tests) and the liquid-phase (interstitial water) of sediments (rotifer and Microtox® liquid-phase tests). The results obtained permit the sorting of sediments presenting little toxicity, and which could therefore be potentially exploitable, from those from more polluted areas presenting higher toxicity that limits their use.

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Vergeynst, L., B. Vallet, and P. A. Vanrolleghem. "Modelling pathogen fate in stormwaters by a particle–pathogen interaction model using population balances." Water Science and Technology 65, no. 5 (March 1, 2012): 823–32. http://dx.doi.org/10.2166/wst.2012.818.

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Stormwater is polluted by various contaminants affecting the quality of receiving water bodies. Pathogens are one of these contaminants, which have a critical effect on water use in rivers. Increasing the retention time of water in stormwater basins can lead to reduced loads of pathogens released to the rivers. In this paper a model describing the behaviour of pathogens in stormwater basins is presented including different fate processes such as decay, adsorption/desorption, settling and solar disinfection. By considering the settling velocity distribution of particles and a layered approach, this model is able to create a light intensity, and particle and pathogen concentration profile along the water depth in the basin. A strong effect of solar disinfection is discerned. The model has been used to evaluate pathogen removal efficiencies in stormwater basins. It includes a population of particle classes characterized by a distribution of settling velocities in order to be able to reproduce stormwater quality and treatment in a realistic way.

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Park, M. H., I. K. Ridgeway, X. Swamikannu, and M. K. Stenstrom. "Evaluation of stormwater BMPs for implementing industrial stormwater permitting strategy." Water Science and Technology 62, no. 11 (December 1, 2010): 2558–63. http://dx.doi.org/10.2166/wst.2010.506.

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This study assesses the performance of stormwater best management practices (BMPs) in industrial sectors and their effluent quality to facilitate the development of technology-based numerical effluent criteria. Generally, retention ponds outperform other BMP types for reducing total suspended solids, and media filter and wetland basins outperform other BMPs for metal removal. Detention basins were not effective in reducing stormwater pollution although they can retain the stormwater before entering surface waters. However, many BMPs show high variability of influent and effluent concentrations and no significant difference between them, which makes it difficult to determine the effectiveness of the BMP. In some cases, low influent concentrations govern the distribution of effluent concentrations and effluent concentrations are often greater than inflow concentrations. The analysis results can be used to assist in the developing a watershed based multisector industrial stormwater general permit to ensure compliance with total maximum daily loads. The results also suggest the need for additional monitoring data.

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Wakelin, Sarah C., Panagiotis Elefsiniotis, and David G. Wareham. "Assessment of Stormwater Retention Basin Water Quality in Winnipeg, Canada." Water Quality Research Journal 38, no. 3 (August 1, 2003): 433–50. http://dx.doi.org/10.2166/wqrj.2003.028.

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Abstract The water quality behaviour of 58 stormwater retention basins in Winnipeg, Canada, was intensively studied during a 5-month summer period (May to September). Dissolved oxygen (DO), temperature, turbidity, transparency and depth were measured onsite. Samples analyzed in the laboratory included: total suspended solids (TSS), pH, chlorophyll α, fecal coliforms (FC), total kjeldahl nitrogen (TKN), ammonia, nitrate, total phosphorus (TP) and orthophosphate. Results showed that increases in TSS and turbidity resulted from increased chlorophyll α concentrations associated with algal growth. TKN increases were partly the result of nitrogen incorporation into proteinaceous material in the algal cells. Ammonia concentrations showed a maximum attributed to chemoheterotrophic degradation of dead biomass. Orthophosphate made up 30% to 50% of the total phosphorus present and the two followed the same general trends. Temperature increased and then decreased over the summer months with no apparent thermal stratification. After starting the summer with no dissolved oxygen gradient between top and bottom, depletion of the dissolved oxygen at the bottom of the basins during the latter half of the summer was attributed to chemoheterotrophic degradation of dead biomass. Finally, substantial counts of fecal coliform bacteria occurred in the basins in response to Canada geese migration.

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Wong, Tony H. F., and N. L. G. Somes. "A stochastic approach to designing wetlands for stormwater pollution control." Water Science and Technology 32, no. 1 (July 1, 1995): 145–51. http://dx.doi.org/10.2166/wst.1995.0033.

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Central to wetland design for stormwater pollution management is the proper control of the hydrologic regime of these wetlands and wet detention basins. The paper proposes a stochastic approach in determining the appropriate wetland size for stormwater treatment in recognition of the inherent variability of stormwater runoff and pollutant load generation within a storm event and between storm event. The determination of wetland size would include the use of stochastic generation of stormwater runoff and continuous wetland behaviour simulation. A typical design chart summarising the interaction between wetland size, prescribed retention period of stormwater and wetland hydrologic effectiveness for Melbourne is presented. The chart enables the selection of the appropriate storage volume and outlet characteristics on the basis of long-term average effectiveness of the wetland to retain stormwater over a desired minimum period rather than a prescribed level of performance for an individual probablistic event.

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Dechesne, Magali, Sylvie Barraud, and Jean-Pascal Bardin. "Indicators for hydraulic and pollution retention assessment of stormwater infiltration basins." Journal of Environmental Management 71, no. 4 (July 2004): 371–80. http://dx.doi.org/10.1016/j.jenvman.2004.04.005.

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Mullapudi, Abhiram, Matthew Bartos, Brandon Wong, and Branko Kerkez. "Shaping Streamflow Using a Real-Time Stormwater Control Network." Sensors 18, no. 7 (July 13, 2018): 2259. http://dx.doi.org/10.3390/s18072259.

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“Smart” water systems are transforming the field of stormwater management by enabling real-time monitoring and control of previously static infrastructure. While the localized benefits of active control are well-established, the potential for system-scale control of watersheds is poorly understood. This study shows how a real-world smart stormwater system can be leveraged to shape streamflow within an urban watershed. Specifically, we coordinate releases from two internet-controlled stormwater basins to achieve desired control objectives downstream—such as maintaining the flow at a set-point, and generating interleaved waves. In the first part of the study, we describe the construction of the control network using a low-cost, open-source hardware stack and a cloud-based controller scheduling application. Next, we characterize the system’s control capabilities by determining the travel times, decay times, and magnitudes of various waves released from the upstream retention basins. With this characterization in hand, we use the system to generate two desired responses at a critical downstream junction. First, we generate a set-point hydrograph, in which flow is maintained at an approximately constant rate. Next, we generate a series of overlapping and interleaved waves using timed releases from both retention basins. We discuss how these control strategies can be used to stabilize flows, thereby mitigating streambed erosion and reducing contaminant loads into downstream waterbodies.

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GROSS, L., M. L. BORSA, and L. DEIRMENDJIAN. "Télédétection des cyanobactéries dans les bassins de rétention d’eaux pluviales de Saint-Quentin-en-Yvelines." Techniques Sciences Méthodes 11 (November 21, 2022): 53–60. http://dx.doi.org/10.36904/tsm/202211053.

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À l’échelle mondiale, les écosystèmes aquatiques en milieu continental sont soumis à une augmentation de l’intensité et de la durée des blooms ou efflorescences de cyanobactéries, probablement causées par le réchauffement climatique et l’augmentation des activités anthropiques dans les bassins versants. Dans les bassins de rétention d’eaux pluviales de Saint-Quentin-en-Yvelines, les efflorescences de cyanobactéries (notamment en conditions estivales) génèrent une pollution visuelle, olfactive et toxique, qui peuvent potentiellement représenter un risque de santé publique. Usuellement, le suivi de la présence de ces bactéries nocives nécessite la mise en place de mesures in situ, qui peuvent être contraignantes en termes logistique et financier pour les gestionnaires de ces plans d’eau. La méthodologie proposée ici consiste à utiliser les données issues des observations satellitaires de la Terre afin d’évaluer la présence quantitative et spatiale des cyanobactéries dans les plans d’eau et, à terme, d’anticiper leur apparition pour en améliorer la gestion. Le sujet exposé présente un retour d’expérience opérationnel pour les gestionnaires de plans d’eau devant combattre les problèmes d’eutrophisation, qui sont souvent confrontés à la difficulté de mesures in situ et surtout à la difficulté d’anticiper l’apparition des efflorescences de cyanobactéries.

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Boguniewicz-Zabłocka, Joanna, and Andrea G. Capodaglio. "Analysis of Alternatives for Sustainable Stormwater Management in Small Developments of Polish Urban Catchments." Sustainability 12, no. 23 (December 6, 2020): 10189. http://dx.doi.org/10.3390/su122310189.

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Sustainable stormwater management approaches in accordance with the EU Water Framework Directive (WFD) allow a source control to handle the quality and quantity of the runoff at local level or near the source. The most popular technologies applied in Europe are green roofs, porous pavements, retention basins and bioswales/raingardens. In this article, two of these solutions (retention tank with reuse, and rain garden, respectively), applied to single dwelling case studies in a suburban area in the Silesia Region (Poland), are illustrated and analyzed. The selected cases consider technical and economic aspects as the most important factors for decision on the selection of onsite stormwater management approach. Both systems have been operational for approximately two years. The retention tank proved a good solution, reducing stormwater overflows and allowing local water reuse for lawn irrigation; however, investment and maintenance costs in this case are relatively higher. The raingarden proved to work efficiently in this small scale implementation and implied much lower initial investment and costs. The economic sustainability of these interventions at single dwelling scale was analyzed, showing interesting returns, with outcome depending on the degree of possible water reuse (lower water bills) and availability of fiscal or fee incentives. Introduction of financial incentive schemes will encourage homeowners and developers to implement stormwater control solutions, allowing rapid amortization of investment costs with additional benefits to the community, such as reduced environmental impact of stormwater overflows and possible economies in the construction and management of stormwater systems.

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Kirker, Ashleigh N., and Laura Toran. "Dual isotopes of nitrate reveal varying flow paths to stormwater retention basins." CATENA 220 (January 2023): 106681. http://dx.doi.org/10.1016/j.catena.2022.106681.

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Dissertations / Theses on the topic "Stormwater retention basins"

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Wardrop, David A. "Evaluation of aquatic vegetation management techniques in stormwater retention basins." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp01/MQ35089.pdf.

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Dorman, Michael E. "A methodology for the design of wet detention basins for treatment of highway stormwater runoff." Thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-08142009-040351/.

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Watkins, Edwin W. "Extended stormwater detention basin design for pollutant removal." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-08042009-040522/.

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Harper, Harvey H. "Fate of heavy metals from highway runoff in stormwater management systems." Diss., University of Central Florida, 1985. http://digital.library.ucf.edu/cdm/ref/collection/RTD/id/75101.

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University of Central Florida College of Engineering Thesis
The movement and fate of heavy metal inputs (Cd, Zn, Mn, Cu, Al, Fe, Pb, Ni and Cr) from highway runoff were investigated in a three-year study on 1.3 hectare retention facility near the Maitland Interchange on Interstate 4, north of Orlando, Florida. Physical characteristics of the retention pond and surrounding watershed were defined and field instrumentation was installed. Stormwater samples were collected over a one-year period, representing a wide range of intensities and antecedent dry periods. Stormwater characteristics were compared with average retention pond water quality to determine removal efficiencies for heavy metals within the pond. A total of 138 core samples were collected in the pond over a three-year period to investigate the horizontal and vertical migrations of heavy metals within the pond. Sediment core samples were also carried through a series of sequential extraction procedures to examine the type of chemical associations and stability of each metal in the sediments. An apparatus was built which allowed sediments to be incubated under various conditions of redox potential and pH to investigate the effects of changes in sediment conditions on the stability of metal-sediment associations. Five groundwater monitoring wells were also installed to monitor metal movement and accumulations under stormwater management systems. Heavy metal inputs from highway runoff were found to be predominantly particulate in nature, with dissolved fractions for most metals of only 25 percent. Upon entering the retention pond, most metal species settled into the sediments within 60-90 m of the inlet. Removal efficiencies for metals after entering the pond averaged 70-90 percent for particulate species and about 50 percent for dissolved species. Sediment concentrations of heavy metals were highest near the surface, with rapidly decreasing concentrations with increasing depth. Metal-sediment associations appear to be very strong for most metals, with the vast majority of metal inputs into the pond over the eight-year life still remaining in the top 10 cm. Concentrations of all heavy metals measured were higher in groundwaters beneath the pond that in the pond water; but for most metals, the increases only extended to depths of 1-3 m beneath the pond. In general, metal concentrations beneath swale areas were significantly higher than concentrations beneath the retention pond. Due to slow groundwater movement in the area, the effects of increased metal concentrations are very localized. Evidence was presented to suggest that mobilization of metals into groundwaters could substantially increase with time if maintenance procedures are not conducted.
Ph.D.
Doctorate
Civil Engineering and Environmental Sciences
Engineering
Environmental Engineering
390 p.
xix, 390 leaves, bound : ill. ; 28 cm.

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Pugh, Evan. "Effects of biological activity and precipitation on stormwater retention basin water chemistry in Bryn Mawr, PA." Diss., Connect to the thesis, 2007. http://hdl.handle.net/10066/826.

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Zhu, Junlin. "Simulation and design of diversion and detention system for urban stormwater management." Thesis, Virginia Polytechnic Institute and State University, 1986. http://hdl.handle.net/10919/94495.

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Diversion of the first flush of storm runoff to a detention basin for pollutant removal is an efficient way to control nonpoint source pollutant in urban areas. This can be achieved by a diversion box and detention basin system. To numerically simulate the response of the system to a design rainfall event and the associated pollutant loadings for a given drainage area, a desk top model has been developed for"user-friendly"' application in personal computers. Hydrographs and pollutographs are generated at the inlet and outlet of the diversion box and the detention basin.These hydrographs and pollutographs are examined and the peak outflow and peak pollutant concentrations are compared with allowable outflow and pollutant concentration for urban stormwater quality and quantity management. This model is designed for both the analysis and design of the system.
M.S.

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Kron, Darrin. "Toxicity assessment of a pilot-scale stormwater wet detention basin in the Lincoln Creek Watershed, Milwaukee, Wisconsin /." View abstract (PDF format), 2002. http://epapers.uwsp.edu/abstracts/2002/Kron.pdf.

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Shetterly, Benjamin James. "Soil Phosphorus Characterization and Vulnerability to Release in Urban Stormwater Bioretention Facilities." PDXScholar, 2018. https://pdxscholar.library.pdx.edu/open_access_etds/4354.

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Modern urban stormwater infrastructure includes vegetated bioretention facilities (BRFs) that are designed to detain water and pollutants. Phosphorus (P) is a pollutant in stormwater which can be retained in BRF soils in mineral, plant, and microbial pools. We explored soil properties and phosphorus forms in the soils of 16 operational BRFs in Portland, OR. Since soil hydrology can significantly impact P retention, we selected BRFs along an infiltration rate (IR) gradient. We conducted sequential fractionation and tests of P pools and measured P release in a subset of soils after drying and flooding samples for ten days. We hypothesized that mineral or organic soil P forms would be correlated with IR, and that vulnerability to P release would depend on the interaction of drying and flooding treatments with P forms and pools. IR did not significantly explain differences in P forms. Soil TP was elevated across all sites, compared with TP in agriculturally-impacted wetlands and was substantially composed of soil organic matter (OM)-associated P. Phosphorus sorbed to mineral Fe and Al oxides- was variable but positively correlated with water-extractable P. The concentration gradient of water-extractable P was primarily controlled by overall P pools. Experimentally induced P releases were seen in 5 of 6 soils exposed to drying conditions, presumably released through microbial mineralization of OM. Only one site showed significant P release following the flooding treatment. Our measurements supported the idea that Fe and Al oxides provide P sorption capacity in these BRF soils. Variable inputs of P to BRFs through stormwater and litterfall may contribute to variability in P profiles and P release vulnerability across sites. Design specifications and management decisions relating to bioretention soils (e.g. establishment of acceptable soil test P levels, focusing on P forms known to influence vulnerability of P release) may benefit from detailed biogeochemical investigations.

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Hart, Ted David. "Root-enhanced Infiltration in Stormwater Bioretention Facilities in Portland, Oregon." PDXScholar, 2017. https://pdxscholar.library.pdx.edu/open_access_etds/3468.

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I evaluated the effectiveness of plant roots to increase infiltration rates within stormwater bioretention facilities (SBFs), roadside planter compartments that filter stormwater. SBFs attenuate harmful effects of stormwater by reducing peak flow and retaining pollutants, with increased infiltration that improves both these functions. Researchers have shown that roots can increase infiltration within greenhouse, lab, field, and test SBF settings. However, no researchers have yet measured either the extent to which different root characteristics can increase infiltration or the variation in root characteristics and their effect on infiltration rates among plant assemblages within currently functioning SBFs. To determine if root-enhanced infiltration was occurring within SBFs, I hypothesized 1) there is a relationship between root characteristics and infiltration during late spring, and 2) seasonal root growth increases infiltration rates. Within Portland, OR, I measured infiltration rate from January 2014 to February 2015 and root characteristics from January-February (J-F) and May-June (M-J) 2014 in ten SBFs with "Elk Blue" rush (Juncus patens) and 1 or 2 trees of less than 8.4 cm stem diameter. During M-J, four root characteristics showed a positive relationship with infiltration rate, and two root characteristics showed a strong positive relationship with infiltration rate within the topsoil. Also, a relationship was shown between the increase (J-F to M-J 2014) in three root characteristics and the increase in infiltration rate. To determine if root morphology and infiltration rates differed among SBFs with two different dominant vegetation taxa (small and large root biomass), I hypothesized 3) Juncus patens and tree dominant assemblage (greater root biomass) exhibits greater infiltration compared to the Carex dominant assemblage, 4) the increase in infiltration rate and root characteristics from J-F to M-J is greater in the Juncus compared to the Carex assemblage, and 5) root surface area density (RSAD) within Juncus SBFs shows a positive relationship with infiltration rate in late spring. I measured infiltration rate from January 2014 to February 2015 and root characteristics from January-February (J-F) and May-June (M-J) 2014 among five large-root (Juncus and tree) and five small-root biomass (Carex sp) SBFs. Juncus SBFs showed greater values for three root characteristics during J-F and five root characteristics during M-J 2014 compared to Carex SBFs. Also, Juncus SBFs showed an increase from J-F to M-J 2014 for five root characteristics while Carex SBFs showed no root increase. Juncus SBFs showed a relationship with four root characteristics and Carex SBFs a showed relationship with one root characteristic and infiltration rate. This work strongly suggests plant roots increase infiltration, and thus the primary functions of SBFs. Different root characteristics appear to increase infiltration rate at different depths. Data also show larger-root biomass plants increase infiltration rate to a greater degree than smaller-root biomass plants. I recommend considering several site and facility characteristics when determining the potential for root-enhanced infiltration. When selecting plant species to enhance infiltration, I recommend using several criteria, determining root characteristic values at certain depths, considering installation approaches, and accounting for regional climate changes.

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Olson, Kevin Laverne 1954, and Kevin Laverne 1954 Olson. "Urban stormwater injection via dry wells in Tucson, Arizona, and its effect on ground-water quality." Thesis, The University of Arizona, 1987. http://hdl.handle.net/10150/191990.

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My deepest respect and appreciation are extended to Dr. L. Gray Wilson for providing the opportunity to conduct this research, for his advice and assistance during the course of the research, and for his review of and suggestions for improving this manuscript. I would also like to thank Michael Osborn for his assistance. This research was funded by the City of Tucson. The assistance and direction provided by Mt. Bruce Johnson and Mt. Joe Babcock at Tucson Water are gratefully acknowledged. My thanks are also extended to Dr. Daniel D. Evans, Dr. L.G. Wilson, and Dr. Stanley N. Davis for serving on my thesis committee. Bruce Smith's assistance is gratefully acknowledged. Bruce spent two long days with 110-degree temperatures In a parking lot describing the lithology of sediment samples collected during the drilling phase of this research. He also determined the moisture content and particle size distribution on samples collected from the borehole. The assistance of Ralph Marra and Steve Brooks is also gratefully acknowledged. Ralph waded through city and county bureaucracies to determine zoning at each dry-well site. Steve assisted with collecting dry-well settling chamber sediment samples.

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Books on the topic "Stormwater retention basins"

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Stahre, Peter. Stormwater detention: For drainage, water quality, and CSOmanagement. Englewood Cliffs, N.J: Prentice Hall, 1990.

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Stahre, Peter. Stormwater detention: For drainage, water quality, and CSO management. Englewood Cliffs, N.J: Prentice Hall, 1989.

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Akan, A. Osman. Urban stormwater hydrology: A guide to engineering calculations. Lancaster, Pa: Technomic Pub. Co., 1993.

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Yonge, David. Enhancing contaminant removal in stormwater detention basins by coagulation. [Olympia, Wash.]: Washington State Dept. of Transportation, 1995.

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Dawe, Neil. Vegetation of the Cattermole Creek Marsh: A planned stormwater impoundment basin, Squamish estuary, September 1984. Delta, B.C: Canadian Wildlife Service, 1986.

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Company, I. D. Engineering. Stormwater management guidelines for the Province of Alberta. Edmonton: Alberta Environment, Standards and Approvals Division, Municipal Engineering Branch, 1987.

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Division, Alberta Environmental Sciences. Stormwater management guidelines for the province of Alberta. Edmonton: Alberta Environmental Protection, Environmental Service, Environmental Sciences Division, Municipal Program Development Branch, 1999.

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Mark E. Taylor & Associates. Constructed wetlands for stormwater management: An annotated bibliography. Toronto, Ont: Queen's Printer for Ontario, 1992.

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Illinois. Division of Water Resources. Addison Creek stormwater management system evaluation: Du Page and Cook Counties, Illinois. Springfield, Ill: The Division, 1988.

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

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Book chapters on the topic "Stormwater retention basins"

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Jovanovic, Miodrag. "Role of Detention and Retention Basins in Stormwater Management and Environmental Protection." In Advances in Urban Flood Management, 167–94. Taylor & Francis, 2007. http://dx.doi.org/10.1201/9780203945988.ch8.

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"Role of Detention and Retention Basins in Stormwater Management and Environmental Protection." In Advances in Urban Flood Management, 179–206. CRC Press, 2007. http://dx.doi.org/10.1201/9780203945988-13.

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Conference papers on the topic "Stormwater retention basins"

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Kirker, Ashleigh, and Laura Toran. "USING DUAL ISOTOPES TO IDENTIFY SOURCES OF NITRATE IN SUBURBAN PHILADELPHIA STORMWATER RETENTION BASINS." In Northeastern Section-56th Annual Meeting-2021. Geological Society of America, 2021. http://dx.doi.org/10.1130/abs/2021ne-361716.

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Shokri, Mohammad, Yuan Gao, Kelly Kibler, Dingbao Wang, and Ni-Bin Chang. "Characterizing near-surface karst system under three stormwater retention basins in Silver Springs, Florida." In National Cave and Karst Research Institute Symposium 8. National Cave and Karst Research Institute, 2020. http://dx.doi.org/10.5038/9781733375313.1009.

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