Deep-bed filters as post-treatment for ozonation in tertiary municipal wastewater treatment: impact of design and operation on treatment goals. Issue 1 (25th November 2020)
- Record Type:
- Journal Article
- Title:
- Deep-bed filters as post-treatment for ozonation in tertiary municipal wastewater treatment: impact of design and operation on treatment goals. Issue 1 (25th November 2020)
- Main Title:
- Deep-bed filters as post-treatment for ozonation in tertiary municipal wastewater treatment: impact of design and operation on treatment goals
- Authors:
- Sauter, Daniel
Dąbrowska, Agata
Bloch, Robert
Stapf, Michael
Miehe, Ulf
Sperlich, Alexander
Gnirss, Regina
Wintgens, Thomas - Abstract:
- Abstract : The removal of organic contaminants during post-treatment with deep-bed filters after ozonation in tertiary municipal wastewater treatment can be optimised by the choice of filter material and contact time. Abstract : Ozonation followed by biological post-treatment is an established technology for abatement of organic micropollutants (OMP) from municipal wastewater. Although the necessity of biological post-treatment for oxidation by-product (OBP) removal is widely accepted, there is still discussion about the appropriate design and operation. The presented pilot-study investigates the impact of filter material and contact time on the removal efficiency of bulk organics, OMP, and OBP in three different deep-bed filters operated in parallel as post-treatment after ozonation (biological activated carbon (BAC) filter, dual-media filter sand/BAC and dual-media filter sand/anthracite). The use of BAC instead of non-adsorptive filter material resulted in higher removal of DOC and dissolved oxygen which indicates increased biological activity. Moreover, both BAC containing filters showed additional removal for a number of OMP even at high treated bed volumes of >50 000 whereas no removal was observed in the sand/anthracite filter. Analysis of N -nitrosodimethylamine (NDMA) and several carbonyl compounds revealed a clear formation of these biodegradable OBP during ozonation. A strong correlation was found between carbonyl formation and the specific ozone dose. Removal ofAbstract : The removal of organic contaminants during post-treatment with deep-bed filters after ozonation in tertiary municipal wastewater treatment can be optimised by the choice of filter material and contact time. Abstract : Ozonation followed by biological post-treatment is an established technology for abatement of organic micropollutants (OMP) from municipal wastewater. Although the necessity of biological post-treatment for oxidation by-product (OBP) removal is widely accepted, there is still discussion about the appropriate design and operation. The presented pilot-study investigates the impact of filter material and contact time on the removal efficiency of bulk organics, OMP, and OBP in three different deep-bed filters operated in parallel as post-treatment after ozonation (biological activated carbon (BAC) filter, dual-media filter sand/BAC and dual-media filter sand/anthracite). The use of BAC instead of non-adsorptive filter material resulted in higher removal of DOC and dissolved oxygen which indicates increased biological activity. Moreover, both BAC containing filters showed additional removal for a number of OMP even at high treated bed volumes of >50 000 whereas no removal was observed in the sand/anthracite filter. Analysis of N -nitrosodimethylamine (NDMA) and several carbonyl compounds revealed a clear formation of these biodegradable OBP during ozonation. A strong correlation was found between carbonyl formation and the specific ozone dose. Removal of OBP in the sand/BAC and the sand/anthracite filter was tested at different empty bed contact times (EBCT). While NDMA was efficiently removed independent of EBCT changes, there was a slightly negative impact of shorter EBCT on the reduction of carbonyl compounds. Furthermore, it was demonstrated that the integration of enhanced phosphorus removal into post-treatment is feasible with relatively low efforts by inline coagulant dosing (FeCl3 ) in the filter influent. … (more)
- Is Part Of:
- Environmental science. Volume 7:Issue 1(2021)
- Journal:
- Environmental science
- Issue:
- Volume 7:Issue 1(2021)
- Issue Display:
- Volume 7, Issue 1 (2021)
- Year:
- 2021
- Volume:
- 7
- Issue:
- 1
- Issue Sort Value:
- 2021-0007-0001-0000
- Page Start:
- 197
- Page End:
- 211
- Publication Date:
- 2020-11-25
- Subjects:
- Water-supply -- Periodicals
Water security -- Periodicals
Water resources development -- Periodicals
Water chemistry -- Periodicals
553.705 - Journal URLs:
- http://pubs.rsc.org/en/journals/journalissues/ew#!recentarticles&all ↗
http://www.rsc.org/ ↗ - DOI:
- 10.1039/d0ew00684j ↗
- Languages:
- English
- ISSNs:
- 2053-1400
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3791.599150
British Library DSC - BLDSS-3PM
British Library STI - ELD Digital store - Ingest File:
- 15418.xml