Bioflocculation management through high-rate contact-stabilization : A promising technology to recover organic carbon from low-strength wastewater
Copyright © 2016 Elsevier Ltd. All rights reserved..
A series of pilot-scale studies were performed to compare conventional high-rate activated sludge systems (HRAS) (continuous stirred tank reactor (CSTR) and plug flow (PF) reactor configurations) with high-rate contact-stabilization (CS) technology in terms of carbon recovery potential from chemically enhanced primary treatment effluent at a municipal wastewater treatment plant. This study showed that carbon redirection and recovery could be achieved at short solids retention time (SRT). However, bioflocculation became a limiting factor in the conventional HRAS configurations (total SRT ≤ 1.2 days). At a total SRT ≤1.1 day, the high-rate CS configuration allowed better carbon removal (52-59%), carbon redirection to sludge (0.46-0.55 g COD/g CODadded) and carbon recovery potential (0.33-0.34 gCOD/gCODadded) than the CSTR and PF configurations (28-37% COD removal, carbon redirection of 0.32-0.45 g COD/g CODadded and no carbon harvesting). The presence of a stabilization phase (famine), achieved by aerating the return activated sludge (RAS), followed by low dissolved oxygen contact with the influent (feast) was identified as the main reason for improved biosorption capacity, bioflocculation and settleability in the CS configuration. This study showed that high-rate CS is a promising technology for carbon and energy recovery from low-strength wastewaters.
Errataetall: |
CommentIn: Water Res. 2017 Dec 1;126:524-526. - PMID 28838653 |
---|---|
Medienart: |
E-Artikel |
Erscheinungsjahr: |
2016 |
---|---|
Erschienen: |
2016 |
Enthalten in: |
Zur Gesamtaufnahme - volume:104 |
---|---|
Enthalten in: |
Water research - 104(2016) vom: 01. Nov., Seite 485-496 |
Sprache: |
Englisch |
---|
Beteiligte Personen: |
Rahman, Arifur [VerfasserIn] |
---|
Links: |
---|
Themen: |
7440-44-0 |
---|
Anmerkungen: |
Date Completed 05.05.2017 Date Revised 07.12.2022 published: Print-Electronic CommentIn: Water Res. 2017 Dec 1;126:524-526. - PMID 28838653 Citation Status MEDLINE |
---|
doi: |
10.1016/j.watres.2016.08.047 |
---|
funding: |
|
---|---|
Förderinstitution / Projekttitel: |
|
PPN (Katalog-ID): |
NLM26400132X |
---|
LEADER | 01000naa a22002652 4500 | ||
---|---|---|---|
001 | NLM26400132X | ||
003 | DE-627 | ||
005 | 20231224205132.0 | ||
007 | cr uuu---uuuuu | ||
008 | 231224s2016 xx |||||o 00| ||eng c | ||
024 | 7 | |a 10.1016/j.watres.2016.08.047 |2 doi | |
028 | 5 | 2 | |a pubmed24n0880.xml |
035 | |a (DE-627)NLM26400132X | ||
035 | |a (NLM)27589209 | ||
035 | |a (PII)S0043-1354(16)30644-3 | ||
040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
041 | |a eng | ||
100 | 1 | |a Rahman, Arifur |e verfasserin |4 aut | |
245 | 1 | 0 | |a Bioflocculation management through high-rate contact-stabilization |b A promising technology to recover organic carbon from low-strength wastewater |
264 | 1 | |c 2016 | |
336 | |a Text |b txt |2 rdacontent | ||
337 | |a ƒaComputermedien |b c |2 rdamedia | ||
338 | |a ƒa Online-Ressource |b cr |2 rdacarrier | ||
500 | |a Date Completed 05.05.2017 | ||
500 | |a Date Revised 07.12.2022 | ||
500 | |a published: Print-Electronic | ||
500 | |a CommentIn: Water Res. 2017 Dec 1;126:524-526. - PMID 28838653 | ||
500 | |a Citation Status MEDLINE | ||
520 | |a Copyright © 2016 Elsevier Ltd. All rights reserved. | ||
520 | |a A series of pilot-scale studies were performed to compare conventional high-rate activated sludge systems (HRAS) (continuous stirred tank reactor (CSTR) and plug flow (PF) reactor configurations) with high-rate contact-stabilization (CS) technology in terms of carbon recovery potential from chemically enhanced primary treatment effluent at a municipal wastewater treatment plant. This study showed that carbon redirection and recovery could be achieved at short solids retention time (SRT). However, bioflocculation became a limiting factor in the conventional HRAS configurations (total SRT ≤ 1.2 days). At a total SRT ≤1.1 day, the high-rate CS configuration allowed better carbon removal (52-59%), carbon redirection to sludge (0.46-0.55 g COD/g CODadded) and carbon recovery potential (0.33-0.34 gCOD/gCODadded) than the CSTR and PF configurations (28-37% COD removal, carbon redirection of 0.32-0.45 g COD/g CODadded and no carbon harvesting). The presence of a stabilization phase (famine), achieved by aerating the return activated sludge (RAS), followed by low dissolved oxygen contact with the influent (feast) was identified as the main reason for improved biosorption capacity, bioflocculation and settleability in the CS configuration. This study showed that high-rate CS is a promising technology for carbon and energy recovery from low-strength wastewaters | ||
650 | 4 | |a Journal Article | |
650 | 4 | |a Adsorption | |
650 | 4 | |a Carbon capture | |
650 | 4 | |a Energy neutrality | |
650 | 4 | |a Extracellular polymeric substances | |
650 | 4 | |a Municipal wastewater | |
650 | 4 | |a Observed yield | |
650 | 7 | |a Sewage |2 NLM | |
650 | 7 | |a Waste Water |2 NLM | |
650 | 7 | |a Carbon |2 NLM | |
650 | 7 | |a 7440-44-0 |2 NLM | |
650 | 7 | |a Oxygen |2 NLM | |
650 | 7 | |a S88TT14065 |2 NLM | |
700 | 1 | |a Meerburg, Francis A |e verfasserin |4 aut | |
700 | 1 | |a Ravadagundhi, Shravani |e verfasserin |4 aut | |
700 | 1 | |a Wett, Bernhard |e verfasserin |4 aut | |
700 | 1 | |a Jimenez, Jose |e verfasserin |4 aut | |
700 | 1 | |a Bott, Charles |e verfasserin |4 aut | |
700 | 1 | |a Al-Omari, Ahmed |e verfasserin |4 aut | |
700 | 1 | |a Riffat, Rumana |e verfasserin |4 aut | |
700 | 1 | |a Murthy, Sudhir |e verfasserin |4 aut | |
700 | 1 | |a De Clippeleir, Haydée |e verfasserin |4 aut | |
773 | 0 | 8 | |i Enthalten in |t Water research |d 1990 |g 104(2016) vom: 01. Nov., Seite 485-496 |w (DE-627)NLM111404762 |x 1879-2448 |7 nnns |
773 | 1 | 8 | |g volume:104 |g year:2016 |g day:01 |g month:11 |g pages:485-496 |
856 | 4 | 0 | |u http://dx.doi.org/10.1016/j.watres.2016.08.047 |3 Volltext |
912 | |a GBV_USEFLAG_A | ||
912 | |a GBV_NLM | ||
951 | |a AR | ||
952 | |d 104 |j 2016 |b 01 |c 11 |h 485-496 |