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Development of SBR Technology - A review of the original activated sludge configuration.
KTH, Skolan för arkitektur och samhällsbyggnad (ABE), Mark- och vattenteknik.
(engelsk)Manuskript (preprint) (Annet vitenskapelig)
HSV kategori
Identifikatorer
URN: urn:nbn:se:kth:diva-14328OAI: oai:DiVA.org:kth-14328DiVA, id: diva2:332230
Merknad
QC 20100803Tilgjengelig fra: 2010-08-03 Laget: 2010-08-03 Sist oppdatert: 2010-08-03bibliografisk kontrollert
Inngår i avhandling
1. SBR-technology - use and potential applications for treatment of cold wastewater
Åpne denne publikasjonen i ny fane eller vindu >>SBR-technology - use and potential applications for treatment of cold wastewater
2009 (engelsk)Doktoravhandling, med artikler (Annet vitenskapelig)
Abstract [en]

Biological nutrient removal is used as an indicator of SBR performance at nine different SBRplants operated for a long period at low water temperatures (5 – 10oC). Typically needed aeratedSRT (Solids Residence Time) for complete nitrification is found to be in the range of 6 – 10 days.Biological phosphorus removal has been found to take place at 5oC.

The specific nitrification and denitrification rates (g N/kg VSS/h) have been found to besubstantially higher than those found in design recommendations. At temperatures < 10 oC thenitrification rates have been found up to 4 g Nox/kg VSS/h.

It has also been possible to establish a relation between the COD/N ratio and the nitrificationrate, showing that the rate increases to high rates when the ratio decreases.

Enhanced biological phosphorus removal has been demonstrated at two different plants even atlow water temperatures 5 – 7 oC.

Efficient biological nitrogen removal and phosphorus removal has been demonstrated at bothlow water temperatures and in presence of very high Chromium concentrations in inlet water, upto 20 mg Cr/l.

The plants operated with a short fill time in comparison with the total cycle time for the SBRprocess have all demonstrated good sludge settling properties, suggesting that the SBR processmay incorporate a good sludge selection performance.

Once a flexible operation strategy has been installed (in most cases through PLC systems) it hasbeen possible to meet load variations to maintain good treatment results. This has been found tobe true for most of the plants included in the thesis.

Finally, a modified way to assess the energy efficiency for the system is analysed and suggested.Instead of using the traditional ratio kWh/kg BODremoved the use of kWh/kg OCPremoved as a basisfor energy efficiency is used as a far more relevant efficiency measurement.

sted, utgiver, år, opplag, sider
Stockholm: KTH, 2009. s. xviii, 63
Serie
Trita-LWR. PHD, ISSN 1650-8602 ; 1050
Emneord
Intermittent operation, Water temperature, nitrogen, phosphorus, SBR, reaction rates
HSV kategori
Identifikatorer
urn:nbn:se:kth:diva-10550 (URN)978-91-7514-341-5 (ISBN)
Disputas
2009-06-03, Sal F3, Lindstedtsvägen 26, KTH, Stockholm, 10:00 (engelsk)
Opponent
Veileder
Merknad
QC 20100803Tilgjengelig fra: 2009-05-26 Laget: 2009-05-26 Sist oppdatert: 2010-08-03bibliografisk kontrollert

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