dc.contributor.author |
Andreadakis, AD |
en |
dc.contributor.author |
Kristensen, GH |
en |
dc.contributor.author |
Papadopoulos, A |
en |
dc.contributor.author |
Oikonomopoulos, C |
en |
dc.date.accessioned |
2014-03-01T02:41:08Z |
|
dc.date.available |
2014-03-01T02:41:08Z |
|
dc.date.issued |
1995 |
en |
dc.identifier.issn |
0273-1223 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/30382 |
|
dc.subject |
Activated sludge |
en |
dc.subject |
Bulking |
en |
dc.subject |
Chemical-biological treatment |
en |
dc.subject |
Chlorine dioxide disinfection |
en |
dc.subject |
Treatment plant start-up |
en |
dc.subject.classification |
Engineering, Environmental |
en |
dc.subject.classification |
Environmental Sciences |
en |
dc.subject.classification |
Water Resources |
en |
dc.subject.other |
Activated sludge process |
en |
dc.subject.other |
Biological water treatment |
en |
dc.subject.other |
Chemicals removal (water treatment) |
en |
dc.subject.other |
Chlorine compounds |
en |
dc.subject.other |
Cost effectiveness |
en |
dc.subject.other |
Discharge (fluid mechanics) |
en |
dc.subject.other |
Disinfection |
en |
dc.subject.other |
Microorganisms |
en |
dc.subject.other |
Oxides |
en |
dc.subject.other |
Plant startup |
en |
dc.subject.other |
Water treatment plants |
en |
dc.subject.other |
Bulking |
en |
dc.subject.other |
Chemical biological treatment |
en |
dc.subject.other |
Chlorine dioxide disinfection |
en |
dc.subject.other |
Effluent quality |
en |
dc.subject.other |
Influent flows |
en |
dc.subject.other |
Thessaloniki gulf |
en |
dc.subject.other |
Treatment plant startup |
en |
dc.subject.other |
Wastewater treatment |
en |
dc.subject.other |
nitrogen |
en |
dc.subject.other |
activated sludge |
en |
dc.subject.other |
city |
en |
dc.subject.other |
conference paper |
en |
dc.subject.other |
disinfection |
en |
dc.subject.other |
greece |
en |
dc.subject.other |
sludge settling |
en |
dc.subject.other |
waste water treatment plant |
en |
dc.title |
Two-stage chemical-biological treatment at Thessaloniki greater area WWTP - experiences and potentials |
en |
heal.type |
conferenceItem |
en |
heal.identifier.primary |
10.1016/0273-1223(96)00078-9 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/0273-1223(96)00078-9 |
en |
heal.language |
English |
en |
heal.publicationDate |
1995 |
en |
heal.abstract |
The wastewater from the city of Thessaloniki is discharged without treatment to the nearby inner part of the Thessaloniki Gulf. The existing, since 1989, treatment plant offers only primary treatment and did not operate since the expected effluent quality is not suitable for safe disposal to the available recipients. Upgrading of the plant for advanced biological treatment, including seasonal nitrogen removal, is due from 1995. In the mean time, after minor modifications completed in February 1992, the existing plant was put into operation as a two-stage chemical-biological treatment plant for 40 000 m3 d-1, which corresponds to about 35% of the total sewage flow. The operational results obtained during the two years operation period are presented and evaluated. All sewage and sludge treatment units of the plant perform better than expected,with the exception of the poor sludge settling characteristics, due to severe and persistent bulking caused by excessive growth of filamentous microorganisms, particularly M.Parvicella. Effective control of the bulking problem could lead to more cost-effective operation and increased influent flows.The wastewater from the city of Thessaloniki is discharged without treatment to the nearby inner part of the Thessaloniki Gulf. The existing, since 1989, treatment plant offers only primary treatment and did not operate since the expected effluent quality is not suitable for safe disposal to the available recipients. Upgrading of the plant for advanced biological treatment, including seasonal nitrogen removal, is due from 1995. In the mean time, after minor modifications completed in February 1992, the existing plant was put into operation as a two-stage chemical-biological treatment plant for 40 000 m3 d-1, which corresponds to about 35% of the total sewage flow. The operational results obtained during the two years operation period are presented and evaluated. All sewage and sludge treatment units of the plant perform better than expected, with the exception of the poor sludge settling characteristics, due to severe and persistent bulking caused by excessive growth of filamentous microorganisms, particularly M.Parvicella. Effective control of the bulking problem could lead to more cost-effective operation and increased influent flows. |
en |
heal.publisher |
Pergamon Press Inc, Tarrytown, NY, United States |
en |
heal.journalName |
Water Science and Technology |
en |
dc.identifier.doi |
10.1016/0273-1223(96)00078-9 |
en |
dc.identifier.isi |
ISI:A1995UC24000011 |
en |
dc.identifier.volume |
32 |
en |
dc.identifier.issue |
9-10 |
en |
dc.identifier.spage |
75 |
en |
dc.identifier.epage |
84 |
en |