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Biofilter

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512:(RAS). The biofiltration techniques used in aquaculture can be separated into three categories: biological, physical, and chemical. The main biological method is nitrification, physical methods include mechanical techniques and sedimentation, and chemical methods are usually used in tandem with one of the other methods. Some farms use seaweed, such as those from the genera Ulva, to take excess nutrients out of the water and release oxygen into the ecosystem in a “recirculation system” while also serving as a source of income when they sell the seaweed for safe human consumption. 20: 444:
accumulation by acting as a first line of disinfection. Bacteria attached to filter media as a biofilm oxidize organic material as both an energy and carbon source, this prevents undesired bacteria from using these sources which can reduce water odors and tastes . These biological treatment systems effectively reduce water-borne diseases, dissolved organic carbon, turbidity and color in surface water, thus improving overall water quality.
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cost-effective solution provided the pollutant is biodegradable within a moderate time frame (increasing residence time = increased size and capital costs), at reasonable concentrations (and lb/hr loading rates) and that the airstream is at an organism-viable temperature. For large volumes of air, a biofilter may be the only cost-effective solution. There is no secondary pollution (unlike the case of
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organic packing media like peat, vegetable mulch, bark or wood chips may last for several years but engineered, combined natural organic, and synthetic component packing materials will generally last much longer, up to 10 years. Several companies offer these types of proprietary packing materials and multi-year guarantees, not usually provided with a conventional compost or wood chip bed biofilter.
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and flow channeling. Depending on the type of application and on the media used for microbial growth, bioclogging can be controlled using physical and/or chemical methods. Backwash steps can be implemented using air and/or water to disrupt the biomat and recover flow whenever possible. Chemicals such
348:, which means that microorganisms require oxygen for their metabolism. Oxygen can be supplied to the biofilm, either concurrently or countercurrently with water flow. Aeration occurs passively by the natural flow of air through the process (three phase biofilter) or by forced air supplied by blowers. 269:
Biofiltration was first introduced in England in 1893 as a trickling filter for wastewater treatment and has since been successfully used for the treatment of different types of water. Biological treatment has been used in Europe to filter surface water for drinking purposes since the early 1900s and
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Although widely employed, the scientific community is still unsure of the physical phenomena underpinning biofilter operation, and information about the microorganisms involved continues to be developed. A biofilter/bio-oxidation system is a fairly simple device to construct and operate and offers a
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The mechanisms by which certain microorganisms can attach and colonize on the surface of filter media of a biofilter can be via transportation, initial adhesion, firm attachment, and colonization . The transportation of microorganisms to the surface of the filter media is further controlled by four
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plant. The biofilters decrease the pollution emitted by the manufacturing process and the exhaust emitted is 98% clean. The newest, and largest, biofilter addition to Plum Creek cost $ 9.5 million, yet even though this new technology is expensive, in the long run it will cost less overtime than the
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as well as to flows generated by a municipality (> 240 000 m3/d). For decentralized domestic wastewater production, such as for isolated dwellings, it has been demonstrated that there are important daily, weekly and yearly fluctuations of hydraulic and organic production rates related to modern
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For drinking water, biological water treatment involves the use of naturally occurring microorganisms in the surface water to improve water quality. Under optimum conditions, including relatively low turbidity and high oxygen content, the organisms break down material in the water and thus improve
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is fed through a bio-scrubber and “scrubbed” with activated sludge liquid from an aeration tank. Most commonly found in wastewater treatment is the trickling filter process (TFs) . Trickling filters are an aerobic treatment that uses microorganisms on attached medium to remove organic matter from
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Typically in drinking water treatment; granular activated carbon or sand filters are used to prevent re-growth of microorganisms in water distribution pipes by reducing levels of iron and nitrate that act as a microbial nutrient. GAC also reduces chlorine demand and other disinfection by-product
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water quality. Slow sand filters or carbon filters are used to provide a support on which these microorganisms grow. These biological treatment systems effectively reduce water-borne diseases, dissolved organic carbon, turbidity and color in surface water, thus improving overall water quality.
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Although biological filters have simple superficial structures, their internal hydrodynamics and the microorganisms' biology and ecology are complex and variable. These characteristics confer robustness to the process. In other words, the process has the capacity to maintain its performance or
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One of the main challenges to optimum biofilter operation is maintaining proper moisture throughout the system. The air is normally humidified before it enters the bed with a watering (spray) system, humidification chamber, bio scrubber, or bio trickling filter. Properly maintained, a natural,
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Microorganisms' activity is a key-factor of the process performance. The main influencing factors are the water composition, the biofilter hydraulic loading, the type of media, the feeding strategy (percolation or submerged media), the age of the biofilm, temperature, aeration, etc.
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Neori, Amir; Chopin, Thierry; Troell, Max; Buschmann, Alejandro H.; Kraemer, George P.; Halling, Christina; Shpigel, Muki; Yarish, Charles (March 2004). "Integrated aquaculture: rationale, evolution and state of the art emphasizing seaweed biofiltration in modern mariculture".
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The structure of the biofilm protects microorganisms from difficult environmental conditions and retains the biomass inside the process, even when conditions are not optimal for its growth. Biofiltration processes offer the following advantages: (Rittmann et al., 1988):
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Biofiltration is used to treat wastewater from a wide range of sources, with varying organic compositions and concentrations. Many examples of biofiltration applications are described in the literature. Bespoke biofilters have been developed and commercialized for the
314:, worms, insect's larvae, etc.) and extracellular polymeric substances (EPS) (Flemming and Wingender, 2010). Air or water flows through a media bed and any suspended compounds are transferred into a surface biofilm where microorganisms are held to degrade pollutants 196:) may occupy as much or more land than a football field—this has been one of the principal drawbacks of the technology. Since the early 1990s, engineered biofilters have provided significant footprint reductions over the conventional flat-bed, organic media type. 447:
Biotechnological techniques can be used to improve the biofiltration of drinking water by studying the  microbial communities in the water. Such techniques include qPCR (quantitative polymerase chain reaction), ATP assay, metagenomics, and flow cytometry.
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main processes of diffusion (Brownian motion), convection, sedimentation, and active mobility of the microorganisms. The overall filtration process consists of microorganism attachment, substrate utilization which causes biomass growth, to biomass detachment.
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In primary wastewater treatment, biofiltration is used to control levels of biochemical oxygen, demand, chemical oxygen demand, and suspended solids. In tertiary treatment processes, biofiltration is used to control levels of organic carbon .
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sp.). This "nitrification" process requires oxygen (aerobic conditions), without which the biofilter can crash. Furthermore, as this nitrification cycle produces H, the pH can decrease which necessitates the use of buffers such as
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Water to be treated can be applied intermittently or continuously over the media, via upflow or downflow. Typically, a biofilter has two or three phases, depending on the feeding strategy (percolating or submerged biofilter):
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are produced from burning fuels) and degradation products form additional biomass, carbon dioxide and water. Media irrigation water, although many systems recycle part of it to reduce operating costs, has a moderately high
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Biofiltration can require a large area for some treatment techniques (suspended growth and attached growth processes) as well as long hydraulic retention times (anaerobic lagoon and anaerobic baffled reactor).
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families' lifestyle. In this context, a biofilter located after a septic tank constitutes a robust process able to sustain the variability observed without compromising the treatment performance.
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of contaminants in air. Industrial biofiltration can be classified as the process of utilizing biological oxidation to remove volatile organic compounds, odors, and hydrocarbons.
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The final treatment result is less influenced by biomass separation since the biomass concentration at the effluent is much lower than for suspended biomass processes;
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are immobilized in the biofilm and degrade the pollutant. Trickling filters and bioscrubbers rely on a biofilm and the bacterial action in their recirculating waters.
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Chaudhary, Durgananda Singh; Vigneswaran, Saravanamuthu; Ngo, Huu-Hao; Shim, Wang Geun; Moon, Hee (November 2003). "Biofilter in water and wastewater treatment".
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Chaudhary, Durgananda Singh; Vigneswaran, Saravanamuthu; Ngo, Huu-Hao; Shim, Wang Geun; Moon, Hee (November 2003). "Biofilter in water and wastewater treatment".
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Effectiveness of domestic wastewater treatment technologies in the context of the new constrains imposed by lifestyle changes in north American families
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Talbot P, Bélanger G, Pelletier M, Laliberté G, Arcand Y (1996). "Development of a biofilter using an organic medium for on-site wastewater treatment".
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Since microorganisms are retained within the biofilm, biofiltration allows the development of microorganisms with relatively low specific growth rates;
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rapidly return to initial levels following a period of no flow, of intense use, toxic shocks, media backwash (high rate biofiltration processes), etc.
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The attached biomass becomes more specialized (higher concentration of relevant organisms) at a given point in the process train because there is no
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Because filtration and growth of biomass leads to an accumulation of matter in the filtering media, this type of fixed-film process is subject to
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Most biofilters use media such as sand, crushed rock, river gravel, or some form of plastic or ceramic material shaped as small beads and rings.
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Y. Bihan & P. Lessard (2000). "Use of enzyme tests to monitor the biomass activity of a trickling biofilter treating domestic wastewaters".
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and coatings application and manufacturing and resin manufacturing and application, etc. Compounds treated are typically mixed VOCs and various
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M.G. Healy; M. Rodgers & J. Mulqueen (2007). "Treatment of dairy wastewater using constructed wetlands and intermittent sand filters".
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Many designs are used, with different benefits and drawbacks, however the function is the same: reducing water exchanges by converting
72: 192:. Very large airflows may be treated and although a large area (footprint) has typically been required—a large biofilter (>200,000 76: 1515:
Pagans, Estel.la; Font, Xavier; Sánchez, Antoni (October 2005). "Biofiltration for ammonia removal from composting exhaust gases".
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Nishimura, Sosuke; Yoda, Motoyuki (1 January 1997). "Removal of hydrogen sulfide from an anaerobic biogas using a bio-scrubber".
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composting plant biofilter mound - note sprinkler visible front right to maintain proper moisture level for optimum functioning
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Jowett, E. Craig; McMaster, Michaye L. (January 1995). "On-Site Wastewater Treatment Using Unsaturated Absorbent Biofilters".
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Air cycle system at biosolids composting plant. Large duct in foreground is exhaust air into biofilter shown in previous photo
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alternative exhaust-cleaning incinerators fueled by natural gas (which are not as environmentally friendly).
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Bouwer, Edward J.; Crowe, Patricia B. (September 1988). "Biological Processes in Drinking Water Treatment".
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containing living material to capture and biologically degrade pollutants. Common uses include processing
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Organic matter and other water components diffuse into the biofilm where the treatment occurs, mostly by
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of organic matter. As ammonia-N is highly toxic, this is converted to a less toxic form of nitrite (by
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A biofilter is a bed of media on which microorganisms attach and grow to form a biological layer called
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Crab, Roselien; Avnimelech, Yoram; Defoirdt, Tom; Bossier, Peter; Verstraete, Willy (September 2007).
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G. Buelna, R. Dubé & N. Turgeon (2008). "Pig manure treatment by organic bed biofiltration".
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https://www.cityofventura.ca.gov/DocumentCenter/View/13163/CASQA-Guidance-SE-14-Biofilter-Bags
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Image 1: A schematic cross-section of the contact face of the bed media in a trickling filter.
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This process is versatile as it can be adapted to small flows (< 1 m3/d), such as onsite
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When applied to air filtration and purification, biofilters use microorganisms to remove
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Carlson, Kenneth H.; Amy, Gary L. (December 1998). "BOM removal during biofiltration".
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Biofilter Bags SE-14. (2012). California Stormwater BMP Handbook, 1–3. Retrieved from
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The technology finds the greatest application in treating malodorous compounds and
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Cruz-GarcĂ­a, Blanca; Geronimo-Meza, Andrea Selene; MartĂ­nez-Lievana, ConcepciĂłn;
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is now receiving more interest worldwide. Biofiltration is also common in
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M. Heavey (2003). "Low-cost treatment of landfill leachate using peat".
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10.1002/1097-4660(200011)75:11<1031::AID-JCTB312>3.0.CO;2-A
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Biofilters are less subject to variable or intermittent loading and to
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van Loosdrecht, M C; Lyklema, J; Norde, W; Zehnder, A J (March 1990).
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A typical complete trickling filter system for treating wastewaters.
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Kirisits, Mary Jo; Emelko, Monica B.; Pinto, Ameet J. (June 2019).
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Joseph S. Devinny; Marc A. Deshusses & Todd S. Webster (1999).
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recycling, as a way to minimize water replacement while increasing
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Aerobic fixed-media biofilter treatment of flushed swine manure
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H.C. Flemming & J. Wingender (2010). "The biofilm matrix".
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P.W. Westerman; J.R. Bicudo & A. Kantardjieff (1998).
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sp.) and then to an even less toxic form of nitrate (by
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Aqueous Wastes from Petroleum and Petrochemical Plants
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The Processes and their Ecology Vol.3. 289: 260: 252: 198: 153:on the surface of the packing material. 18: 615:Biofiltration for Air Pollution Control 1812: 1443:Korean Journal of Chemical Engineering 746:Korean Journal of Chemical Engineering 709: 427:) or biocide agents can also be used. 344:. Biofiltration processes are usually 1634: 1625:Bioswales and strips for storm runoff 1179:10.2134/jeq1995.00472425002400010012x 847:C.R. Curds & H.A. Hawkes (1983). 696: 499: 1850:Volatile organic compound abatement 821: 64:Examples of biofiltration include: 13: 1492:10.1002/j.1551-8833.1998.tb08550.x 1426:10.1002/j.1551-8833.1988.tb03103.x 1390: 699:"'Bug farm' a breath of fresh air" 248: 14: 1866: 1618: 1380:10.1016/j.aquaculture.2003.11.015 1344:10.1016/j.aquaculture.2007.05.006 510:recirculating aquaculture systems 434: 236:Biofilters are being utilized in 1159:Journal of Environmental Quality 991:Current Opinion in Biotechnology 1350: 1308: 1281: 1247: 1212: 1185: 1150: 1097: 1054: 1019: 978: 945: 895: 531:) originates from the brachial 240:at Plum Creek Timber Company's 180:, wood products manufacturing, 1835:Biodegradable waste management 1126:10.1016/j.biortech.2006.07.036 867: 840: 815: 772: 690: 631: 606: 231:publicly owned treatment works 1: 1845:Air pollution control systems 1568:10.1016/S0273-1223(97)00542-8 1302:10.1016/S0273-1223(97)00542-8 1083:10.1016/S0956-053X(03)00064-3 697:Lynch, Keriann (2008-10-26). 599: 451: 367: 1556:Water Science and Technology 1517:Chemical Engineering Journal 1290:Water Science and Technology 1206:10.1016/0273-1223(96)00609-9 1194:Water Science and Technology 1004:10.1016/j.copbio.2019.05.009 908:Water Science and Technology 409: 322:is usually slimy and muddy. 7: 1048:10.1016/j.desal.2007.11.049 781:Nature Reviews Microbiology 716:Beychok, Milton R. (1967). 567: 16:Pollution control technique 10: 1871: 1840:Waste treatment technology 1830:Environmental soil science 1712:Stormwater detention vault 1593:10.1128/mr.54.1.75-87.1990 459:treatment of animal wastes 310:, etc.), macro-organisms ( 233:without any pretreatment. 170:volatile organic compounds 1825:Environmental engineering 1761: 1725: 1669: 1547:10.1016/j.cej.2005.03.004 227:biochemical oxygen demand 60:Examples of biofiltration 360:Types of filtering media 141:Control of air pollution 1670:Treatment / Containment 1581:Microbiological Reviews 333:a liquid phase (water); 238:Columbia Falls, Montana 1748:Hydrodynamic separator 1743:Flow control structure 1106:Bioresource Technology 336:a gaseous phase (air). 330:a solid phase (media); 266: 258: 204: 176:treatment facilities, 27: 1738:Flood control channel 1717:Stormwater harvesting 1664:management structures 290:Biofiltration process 264: 256: 202: 188:compounds, including 22: 920:10.2166/wst.2006.284 902:H. Odegaard (2006). 617:. Lewis Publishers. 272:wastewater treatment 90:Constructed wetlands 1682:Constructed wetland 1529:2005ChEnJ.113..105P 1484:1998JAWWA..90l..42C 1418:1988JAWWA..80i..82B 1372:2004Aquac.231..361N 1336:2007Aquac.270....1C 1254:R. Lacasse (2009). 1233:2000JCTB...75.1031B 1171:1995JEnvQ..24...86J 1118:2007BiTec..98.2268H 1075:2003WaMan..23..447H 1040:2008Desal.231..297B 793:10.1038/nrmicro2415 660:2019JCTB...94.1925C 474:domestic wastewater 216:where additional CO 1789:Percolation trench 1784:Infiltration basin 1702:Oil-grit separator 1455:10.1007/BF02706936 971:10.3390/su13094656 758:10.1007/BF02706936 500:Use in aquaculture 318:The aspect of the 267: 259: 205: 37:technique using a 28: 1807: 1806: 1799:Semicircular bund 1227:(11): 1031–1039. 1112:(12): 2268–2281. 668:10.1002/jctb.5974 624:978-1-56670-289-8 508:systems, such as 99:Slow sand filters 85:trickling filters 35:pollution control 1862: 1794:Permeable paving 1655: 1648: 1641: 1632: 1631: 1614: 1604: 1571: 1550: 1540: 1523:(2–3): 105–110. 1511: 1466: 1449:(6): 1054–1065. 1437: 1384: 1383: 1366:(1–4): 361–391. 1354: 1348: 1347: 1321: 1312: 1306: 1305: 1285: 1279: 1278: 1276: 1275: 1269: 1262: 1251: 1245: 1244: 1216: 1210: 1209: 1189: 1183: 1182: 1154: 1148: 1147: 1137: 1101: 1095: 1094: 1063:Waste Management 1058: 1052: 1051: 1034:(1–3): 297–304. 1023: 1017: 1016: 1006: 982: 976: 975: 973: 949: 943: 942: 940: 939: 930:. Archived from 899: 893: 892: 890: 889: 871: 865: 864: 844: 838: 837: 835: 833: 828: 822:Ebeling, James. 819: 813: 812: 776: 770: 769: 752:(6): 1054–1065. 741: 732: 731: 713: 707: 706: 703:Spokesman Review 694: 688: 687: 654:(6): 1925–1936. 635: 629: 628: 610: 470:dairy wastewater 393:activated sludge 190:hydrogen sulfide 123:riparian forests 94:natural wetlands 79:, bioscrubbers, 1870: 1869: 1865: 1864: 1863: 1861: 1860: 1859: 1810: 1809: 1808: 1803: 1757: 1721: 1707:Retention basin 1687:Detention basin 1665: 1659: 1621: 1538:10.1.1.470.1234 1393: 1391:Further reading 1388: 1387: 1355: 1351: 1319: 1313: 1309: 1287: 1286: 1282: 1273: 1271: 1267: 1260: 1252: 1248: 1217: 1213: 1190: 1186: 1155: 1151: 1102: 1098: 1059: 1055: 1024: 1020: 983: 979: 950: 946: 937: 935: 900: 896: 887: 885: 872: 868: 861: 845: 841: 831: 829: 826: 820: 816: 777: 773: 742: 735: 714: 710: 695: 691: 636: 632: 625: 611: 607: 602: 570: 541:aquatic animals 530: 526: 502: 454: 437: 412: 386:hydraulic shock 370: 362: 292: 251: 249:Water treatment 223: 219: 178:pharmaceuticals 143: 135:bioaccumulation 104:Treatment ponds 62: 17: 12: 11: 5: 1868: 1858: 1857: 1852: 1847: 1842: 1837: 1832: 1827: 1822: 1805: 1804: 1802: 1801: 1796: 1791: 1786: 1781: 1776: 1771: 1765: 1763: 1759: 1758: 1756: 1755: 1750: 1745: 1740: 1735: 1729: 1727: 1723: 1722: 1720: 1719: 1714: 1709: 1704: 1699: 1694: 1689: 1684: 1679: 1673: 1671: 1667: 1666: 1658: 1657: 1650: 1643: 1635: 1629: 1628: 1620: 1619:External links 1617: 1616: 1615: 1572: 1562:(6): 349–356. 1551: 1512: 1467: 1438: 1401: 1392: 1389: 1386: 1385: 1349: 1307: 1280: 1246: 1211: 1184: 1149: 1096: 1069:(5): 447–454. 1053: 1018: 977: 958:Sustainability 944: 894: 866: 859: 839: 814: 787:(9): 623–633. 771: 733: 708: 689: 640:Arriaga, Sonia 630: 623: 604: 603: 601: 598: 597: 596: 591: 586: 581: 576: 569: 566: 528: 524: 523:. Ammonia (NH 501: 498: 453: 450: 436: 435:Drinking water 433: 419:as oxidizing ( 411: 408: 407: 406: 403:biomass return 399: 396: 389: 382: 369: 366: 361: 358: 342:biodegradation 338: 337: 334: 331: 291: 288: 250: 247: 221: 217: 155:Microorganisms 142: 139: 138: 137: 129: 119:Riparian zones 116: 111: 106: 101: 96: 87: 61: 58: 47:surface runoff 15: 9: 6: 4: 3: 2: 1867: 1856: 1855:Water filters 1853: 1851: 1848: 1846: 1843: 1841: 1838: 1836: 1833: 1831: 1828: 1826: 1823: 1821: 1818: 1817: 1815: 1800: 1797: 1795: 1792: 1790: 1787: 1785: 1782: 1780: 1777: 1775: 1772: 1770: 1767: 1766: 1764: 1760: 1754: 1751: 1749: 1746: 1744: 1741: 1739: 1736: 1734: 1731: 1730: 1728: 1724: 1718: 1715: 1713: 1710: 1708: 1705: 1703: 1700: 1698: 1695: 1693: 1690: 1688: 1685: 1683: 1680: 1678: 1675: 1674: 1672: 1668: 1663: 1656: 1651: 1649: 1644: 1642: 1637: 1636: 1633: 1626: 1623: 1622: 1612: 1608: 1603: 1598: 1594: 1590: 1586: 1582: 1578: 1573: 1569: 1565: 1561: 1557: 1552: 1548: 1544: 1539: 1534: 1530: 1526: 1522: 1518: 1513: 1509: 1505: 1501: 1497: 1493: 1489: 1485: 1481: 1478:(12): 42–52. 1477: 1473: 1468: 1464: 1460: 1456: 1452: 1448: 1444: 1439: 1435: 1431: 1427: 1423: 1419: 1415: 1411: 1407: 1402: 1399: 1395: 1394: 1381: 1377: 1373: 1369: 1365: 1361: 1353: 1345: 1341: 1337: 1333: 1330:(1–4): 1–14. 1329: 1325: 1318: 1311: 1303: 1299: 1296:(6–7). 1997. 1295: 1291: 1284: 1270:on 2013-10-18 1266: 1259: 1258: 1250: 1242: 1238: 1234: 1230: 1226: 1222: 1215: 1207: 1203: 1199: 1195: 1188: 1180: 1176: 1172: 1168: 1164: 1160: 1153: 1145: 1141: 1136: 1131: 1127: 1123: 1119: 1115: 1111: 1107: 1100: 1092: 1088: 1084: 1080: 1076: 1072: 1068: 1064: 1057: 1049: 1045: 1041: 1037: 1033: 1029: 1022: 1014: 1010: 1005: 1000: 996: 992: 988: 981: 972: 967: 963: 959: 955: 948: 934:on 2013-10-18 933: 929: 925: 921: 917: 913: 909: 905: 898: 884:on 2013-10-17 883: 879: 878: 870: 862: 860:9780121995027 856: 852: 851: 843: 825: 818: 810: 806: 802: 798: 794: 790: 786: 782: 775: 767: 763: 759: 755: 751: 747: 740: 738: 729: 725: 721: 720: 712: 704: 700: 693: 685: 681: 677: 673: 669: 665: 661: 657: 653: 649: 645: 641: 634: 626: 620: 616: 609: 605: 595: 592: 590: 587: 585: 582: 580: 577: 575: 572: 571: 565: 563: 558: 557: 552: 551: 546: 545:decomposition 543:and from the 542: 538: 534: 522: 518: 513: 511: 507: 497: 493: 490: 485: 482: 477: 475: 471: 467: 464: 460: 449: 445: 441: 432: 428: 426: 422: 417: 404: 400: 397: 394: 390: 387: 383: 380: 379: 378: 374: 365: 357: 353: 349: 347: 343: 335: 332: 329: 328: 327: 323: 321: 317: 313: 309: 305: 301: 297: 287: 285: 284:water quality 281: 277: 273: 263: 255: 246: 243: 239: 234: 232: 228: 215: 209: 201: 197: 195: 191: 187: 183: 179: 175: 171: 166: 164: 160: 156: 152: 148: 147:air pollution 136: 133: 130: 128: 124: 120: 117: 115: 112: 110: 107: 105: 102: 100: 97: 95: 91: 88: 86: 82: 78: 74: 70: 67: 66: 65: 57: 55: 52: 48: 44: 40: 36: 32: 31:Biofiltration 25: 21: 1769:Bioretention 1762:Infiltration 1726:Flow control 1697:Media filter 1676: 1587:(1): 75–87. 1584: 1580: 1559: 1555: 1520: 1516: 1475: 1472:Journal AWWA 1471: 1446: 1442: 1412:(9): 82–93. 1409: 1406:Journal AWWA 1405: 1363: 1359: 1352: 1327: 1323: 1310: 1293: 1289: 1283: 1272:. 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Index


Biosolids
pollution control
bioreactor
waste water
surface runoff
microbiotic
oxidation
Bioswales
biostrips
biobags
Vermifilters
trickling filters
Constructed wetlands
natural wetlands
Slow sand filters
Treatment ponds
Green belts
Green walls
Riparian zones
riparian forests
bosques
Bivalve
bioaccumulation
air pollution
biofilm
Microorganisms
bacteria
fungi
volatile organic compounds

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