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Sequencing batch reactor

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stage is usually the same length in time as the aeration. During this stage the sludge formed by the bacteria is allowed to settle to the bottom of the tank. The aerobic bacteria continue to multiply until the dissolved oxygen is all but used up. Conditions in the tank, especially near the bottom are
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As the bacteria multiply and die, the sludge within the tank increases over time and a waste activated sludge (WAS) pump removes some of the sludge during the settling stage to a digester for further treatment. The quantity or “age” of sludge within the tank is closely monitored, as this can have a
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The decanting stage most commonly involves the slow lowering of a scoop or “trough” into the basin. This has a piped connection to a lagoon where the final effluent is stored for disposal to a wetland, tree plantation, ocean outfall, or to be further treated for use on parks, golf courses etc.
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In some situations in which a traditional treatment plant cannot fulfill required treatment (due to higher loading rates, stringent treatment requirements, etc.), the owner might opt to convert their traditional system into a multi-SBR plant. Conversion to SBR will create a longer sludge age,
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First, the inlet valve is opened and the tank is filled, while mixing is provided by mechanical means, but no air is added yet. This stage is also called the anoxic stage. During the second stage, aeration of the mixed liquor is performed by the use of fixed or floating mechanical pumps or by
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and filling. In some systems, tanks contain a section known as the bio-selector, which consists of a series of walls or baffles which direct the flow either from side to side of the tank or under and over consecutive baffles. This helps to mix the incoming influent and the
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Strous, M.; Heijnen, J. J.; Kuenen, J. G.; Jetten, M. S. M. (1998). "The sequencing batch reactor as a powerful tool for the study of slowly growing anaerobic ammonium-oxidizing microorganisms".
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fixed to the floor of the tank. No aeration or mixing is provided in the third stage and the settling of suspended solids starts. During the fourth stage the outlet valve opens and the "clean"
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to flourish. Many of these, and some of the bacteria which would prefer an oxygen environment, now start to use oxidized nitrogen instead of oxygen gas (as an alternate
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Aeration times vary according to the plant size and the composition/quantity of the incoming liquor, but are typically 60 to 90 minutes. The addition of
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While there are several configurations of SBRs, the basic process is similar. The installation consists of one or more tanks that can be operated as
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facilities in batches. Oxygen is bubbled through the mixture of wastewater and activated sludge to reduce the organic matter (measured as
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Irvine, Robert L.; Busch, Arthur W. (1979-01-01). "Sequencing Batch Biological Reactors: An Overview".
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The sludge is allowed to settle until clear water is on the top 20 to 30 percent of the tank contents.
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and they consume the nutrients. This process encourages the conversion of nitrogen from its
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or completely mixed reactors. The tanks have a “flow through” system, with raw wastewater (
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An anoxic SBR can be used for anaerobic processes, such as the removal of ammonia via
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New England Interstate Water Pollution Control Commission, Lowell, MA (2005).
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The reverse can also be done, in which SBR Systems would be converted into
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Type of activated sludge process for the treatment of wastewater
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minimizing sludge handling requirements downstream of the SBR.
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Tree plantations may be irrigated with the final SBR effluent.
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can be retrofitted in the equalization tanks of the SBR.
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SBRs treat wastewater such as 1354:List of energy storage projects 1278:industrial wastewater treatment 1131:Environmental impact assessment 1101:Environmental impact assessment 835:Industrial wastewater treatment 805:Decentralized wastewater system 171:needs additional citations for 56:mechanical biological treatment 523: 456: 444: 335:extended aeration (EA) systems 1: 855:Rotating biological contactor 371: 324: 7: 1136:Environmental impact design 344: 259:compounds from the liquor, 69: 10: 1561: 1494:High-performance buildings 920:Wastewater treatment plant 687:Adsorbable organic halides 417:Ronald L. Antonie (2011). 277:terminal electron acceptor 271:now more suitable for the 240:forms, a process known as 23:An SBR in the Philippines. 1540:Environmental engineering 1489:Heat recovery ventilation 1474:Environmental remediation 1399: 1302: 1235: 1224: 1091:Climate smart agriculture 1073: 1014: 928: 755: 692:Biochemical oxygen demand 677: 531: 423:. John Wiley & Sons. 101:returned activated sludge 60:biochemical oxygen demand 36:sequential batch reactors 28:Sequencing batch reactors 1479:Glass in green buildings 1423:sustainable architecture 1067:Environmental technology 291:) gas. This is known as 880:Sewage sludge treatment 820:Fecal sludge management 780:API oil–water separator 747:Wastewater surveillance 152:Removal of constituents 148:liquor exits the tank. 44:treatment of wastewater 1469:Environmental movement 1166:Sustainability science 1156:Public interest design 1081:Appropriate technology 737:Total suspended solids 732:Total dissolved solids 697:Chemical oxygen demand 303: 252: 140:transferring air into 133: 79: 64:chemical oxygen demand 24: 1348:hydrogen technologies 1262:Solid waste treatment 604:Industrial wastewater 477:10.1007/s002530051340 301: 250: 142:fine bubble diffusers 131: 77: 22: 1519:Water heat recycling 1449:Efficient energy use 1439:Conservation biology 1376:Sustainable lighting 1312:Efficient energy use 1126:Environmental Design 1096:Environmental design 946:Groundwater recharge 180:improve this article 1504:Nature conservation 1499:Land rehabilitation 1454:Energy conservation 1343:carbon-neutral fuel 1251:dispersion modeling 860:Secondary treatment 845:Membrane bioreactor 800:Constructed wetland 599:Infiltration/Inflow 351:Aerobic granulation 52:anaerobic digesters 1322:Energy development 1304:Sustainable energy 1293:water purification 1257:Industrial ecology 1025:Category: Sewerage 986:Septic drain field 951:Infiltration basin 895:Stabilization pond 815:Facultative lagoon 679:Quality indicators 559:Blackwater (waste) 539:Acid mine drainage 304: 273:anaerobic bacteria 253: 251:An SBR in Bunbury. 134: 80: 25: 1527: 1526: 1364:commercialization 1033: 1032: 810:Extended aeration 757:Treatment options 707:Oxygen saturation 554:Blackwater (coal) 532:Sources and types 356:Diffuser (sewage) 261:aluminium sulfate 212: 211: 204: 1552: 1464:Energy recycling 1385:electric vehicle 1359:Renewable energy 1333:alternative fuel 1283:sewage treatment 1267:Waste management 1230: 1121:Energy recycling 1116:Electric vehicle 1086:Clean technology 1060: 1053: 1046: 1037: 1036: 1022: 1021: 941:Evaporation pond 929:Disposal options 900:Trickling filter 885:Sewage treatment 785:Carbon filtering 765:Activated sludge 518: 511: 504: 495: 494: 489: 488: 460: 454: 448: 442: 441: 439: 437: 414: 405: 404: 384: 220:aerobic bacteria 207: 200: 196: 193: 187: 164: 156: 107:Treatment stages 42:process for the 40:activated sludge 1560: 1559: 1555: 1554: 1553: 1551: 1550: 1549: 1530: 1529: 1528: 1523: 1484:Green computing 1459:Energy recovery 1395: 1327:Energy recovery 1317:Electrification 1298: 1244:Air pollution ( 1231: 1222: 1069: 1064: 1034: 1029: 1010: 976:Reclaimed water 924: 850:Reverse osmosis 751: 673: 639:Reverse osmosis 564:Boiler blowdown 527: 522: 492: 461: 457: 449: 445: 435: 433: 431: 415: 408: 385: 378: 374: 347: 327: 293:denitrification 290: 281:nitrogen oxides 208: 197: 191: 188: 177: 165: 154: 132:An anammox SBR. 109: 72: 50:or output from 17: 12: 11: 5: 1558: 1548: 1547: 1542: 1525: 1524: 1522: 1521: 1516: 1511: 1506: 1501: 1496: 1491: 1486: 1481: 1476: 1471: 1466: 1461: 1456: 1451: 1446: 1441: 1436: 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Index


activated sludge
treatment of wastewater
sewage
anaerobic digesters
mechanical biological treatment
biochemical oxygen demand
chemical oxygen demand

plug flow
aerating

fine bubble diffusers
supernatant

verification
improve this article
adding citations to reliable sources
Learn how and when to remove this message
oxygen
aerobic bacteria
reduced
ammonia
oxidized
nitrite
nitrate
nitrification

phosphorus
aluminium sulfate

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