Bibliographies thématiques / Biofiltration facility

Littérature scientifique sur le sujet « Biofiltration facility »

Auteur : Grafiati
Publié le 14 mars 2023

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Articles de revues sur le sujet "Biofiltration facility"

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Lucas, Steven A., Charles CC Lee et Eric Love. « Characterising Recycled Organic and Mineral Materials for Use as Filter Media in Biofiltration Systems ». Water 11, no 5 (23 mai 2019) : 1074. http://dx.doi.org/10.3390/w11051074.

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Filter media (FM) sourced from recycled organic and mineral materials offer an effective and low cost means of treating urban stormwater. Using recycled materials rather than the increasingly scarce source of virgin materials (typically sandy loam soil) can ensure a sustainable and long-term economy and environment. This paper presents the results from the laboratory analysis and mathematical modelling to highlight the performance of recycled organic and mineral materials in removing nutrients and metals from stormwater. The analysis included the physical and chemical characterisation of particle size distribution, saturated hydraulic conductivity (Ksat), bulk density, effective cation exchange capacity, and pollutant removal performance. The design mixes (DM), comprising a combination of organic and mineral materials, were characterised and used to develop/derive the modelling design within the Model for Urban Stormwater Improvement Conceptualisation (MUSIC v6). Comparison is made to the Adoption Guidelines for Stormwater Biofiltration Systems—Summary Report which were based on the Facility for Advancing Water Biofiltration (FAWB) guidelines to assist in the development of biofiltration systems, including the planning, design, construction, and operation of those systems. An observed outcome from over two decades of biofiltration guideline development has been the exclusion of alternative biofilter materials due to claims of excessive leaching. Results from this study indicate that high nutrient and metal removal rates can be achieved over a range of hydraulic conductivities using design mixes of recycled organic and mineral materials that have a demonstrated equivalence to existing guideline specifications.
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Strikauska, S., Dz Zariņa, A. Bērziņš et U. Viesturs. « Biofiltration System for Purification of Composting Waste Gases ». Environment. Technology. Resources. Proceedings of the International Scientific and Practical Conference 1 (26 juin 2006) : 265. http://dx.doi.org/10.17770/etr2003vol1.2016.

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The biofiltration technique for the purification of polluted air from composting facility volatile compounds was studied. Two different biowaste composting techniques were compared with regard to emission of NH3 and H2S. The ammonia removal was observed in aerobic phase of active composting period, respectively H2S in anaerobic phase. Biofiltration process was realized in modified solid- state fermentation system (SSF). The biodegradation of volatile compounds was investigated in one and two stage systems with inert packing material and hemoautotrofic microorganisms designed DN-1 (Pseudomonas sp.), DN-2 (Nitrisomonas sp.), DN-3 (Nitrobacter sp.) and DN-13 (Sarcina sp.) and Thiopharus-3. The observed concentration of volatile H2S in composting reactor not exceeded 120 mg/m3 and the biofilter can be used to control this gas emission. Since NH3 is a toxic compaund for biofilter at a concentrations 400 mg/m3, multi- stage biofilter system is recommended to control the pollution in aerobic compost reactor.
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Whitaker, Brian, et Jonathan Hay. « Practical Experience Applied to Biofiltration When a Composting Facility Just Can't Stink ». Proceedings of the Water Environment Federation 2002, no 5 (1 janvier 2002) : 322–29. http://dx.doi.org/10.2175/193864702785140203.

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Le Coustumer, S., T. D. Fletcher, A. Deletic et S. Barraud. « Hydraulic performance of biofilters for stormwater management : first lessons from both laboratory and field studies ». Water Science and Technology 56, no 10 (1 novembre 2007) : 93–100. http://dx.doi.org/10.2166/wst.2007.735.

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In order to improve knowledge on stormwater biofiltration systems, the Facility for Advancing Water Biofiltration (FAWB) was created at Monash University in Melbourne, Australia. One of the aims of FAWB is to improve hydraulic performance of biofilters, given that there are numerous cases of infiltration devices failing after a few years of operation. Experiments were conducted in the field to evaluate the performance of existing systems, and in the lab to understand the factors that influence hydraulic behavior over time. The field experiments show that 43% of tested systems are below nominal Australian guidelines for hydraulic conductivity. The preliminary lab results show a decrease in hydraulic conductivity during the first weeks of operation (μ=66% reduction), although most remain within acceptable limits. Influences of the size of the biofilter relative to its catchment and the importance of the type of media, on the evolution of hydraulic conductivity, are examined.
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Lin, Yueh-Hsien, Yu-Pei Chen, Kuo-Ling Ho, Tsung-Yih Lee et Ching-Ping Tseng. « Large-scale modular biofiltration system for effective odor removal in a composting facility ». Journal of Environmental Science and Health, Part A 48, no 11 (19 septembre 2013) : 1420–30. http://dx.doi.org/10.1080/10934529.2013.781898.

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Ibanga, I. E., L. A. Fletcher, C. J. Noakes, M. F. King et D. Steinberg. « Pilot-scale biofiltration at a materials recovery facility : The impact on bioaerosol control ». Waste Management 80 (octobre 2018) : 154–67. http://dx.doi.org/10.1016/j.wasman.2018.09.010.

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Lackey, L. W., J. R. Gamble et M. T. Holt. « Feasibility Testing of Biofiltration Technology for Remediating Air Contaminated by a Boat Manufacturing Facility ». Journal of the Air & ; Waste Management Association 48, no 6 (juin 1998) : 527–36. http://dx.doi.org/10.1080/10473289.1998.10463708.

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Devinny, J. S., et D. E. Chitwood. « Two-stage biofiltration of sulfides and VOCs from wastewater treatment plants ». Water Science and Technology 42, no 5-6 (1 septembre 2000) : 411–18. http://dx.doi.org/10.2166/wst.2000.0543.

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Hydrogen sulfide and volatile organic compounds are often found together in waste air streams. This combination is difficult to treat by biofiltration because oxidation of the sulfide produces acid, reducing the pH in the biofilter. Rapid declines in pH can inhibit treatment of organic compounds. A two-stage biofilter, with the first stage operated at low pH and an inorganic support medium, and the second operated at neutral pH with an organic support can eliminate the problem. A pilot-scale facility was operated on this principle. Comparisons were made among two-stage treatment, single-stage low pH treatment, and single-stage uncontrolled treatment to determine which of the strategies was most effective. In two-stage treatment the first stage did provide protection for the second, allowing it to operate at neutral pH. Single-stage low pH treatment was effective at removing sulfide and many organic compounds, and may be sufficient for many applications.
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Sheridan, B. A., T. P. Curran et V. A. Dodd. « Assessment of the influence of media particle size on the biofiltration of odorous exhaust ventilation air from a piggery facility ». Bioresource Technology 84, no 2 (septembre 2002) : 129–43. http://dx.doi.org/10.1016/s0960-8524(02)00034-2.

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Chen, J. J., D. McCarty, D. Slack et H. Rundle. « Full scale case studies of a simplified aerated filter (BAF) for organics and nitrogen removal ». Water Science and Technology 41, no 4-5 (1 février 2000) : 1–4. http://dx.doi.org/10.2166/wst.2000.0417.

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The limitation of available land for wastewater treatment facilities has challenged environmental engineers in searching for efficient and effective treatment systems that will minimize space requirements for waste treatment. To meet these requirements, a fixed film biological process using a DeepBedTM filter for aerobic and anoxic treatment was developed. The innovative biotechnology uses sand as the media to which microorganisms attach and as the filter media for solids retention. The unique characteristics of the biosystem combine long sludge age and short hydraulic detention time and provide small footprints for the bioreactor. The novel technology has been successfully practiced for industrial and municipal wastewater treatment in three (3) continents. This article gives details of a US facility to treat coke plant effluent with high ammonia and phenol content, describes a plant in Taiwan for polishing plastic manufacturing wastewater by combining ozone and biofiltration, illustrates nitrogen removal from a semiconductor factory in Korea, and shows the results of a municipal treatment plant in Britain using BAF to pretreat peak loads from the dairy industry.
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Thèses sur le sujet "Biofiltration facility"

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Koranchie-Boah, Peter. « Analysis of Biofiltration Efficiency for Treating Stormwater Runoff from a Parking Facility ». Connect to resource online, 2008. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1220486492.

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Livres sur le sujet "Biofiltration facility"

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Rudd, Cheryl. Removal of hydrocarbons in a stormwater biofiltration facility. Bellingham, Wash : Huxley College of Environmental Studies, Western Washington University, 1990.

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