An integrated anaerobic--physico-chemical treatment concept for wool scouring wastewater

The strong flow wastewater from a wool scouring industry is treated by a combination of anaerobic digestion and physico-chemical postreatment. Based on previous laboratory results (Gutiérrez et al., 1999), three anaerobic baffled reactors (ABR) of 300 m3 each were built, processing 60% of the strong...

Ausführliche Beschreibung

Bibliographische Detailangaben
Veröffentlicht in:Water science and technology : a journal of the International Association on Water Pollution Research. - 1986. - 44(2001), 4 vom: 15., Seite 41-7
1. Verfasser: Peláez, H (VerfasserIn)
Weitere Verfasser: Gutiérrez, S, Castro, G, Hernández, A, Viñas, M
Format: Aufsatz
Sprache:English
Veröffentlicht: 2001
Zugriff auf das übergeordnete Werk:Water science and technology : a journal of the International Association on Water Pollution Research
Schlagworte:Journal Article Oxygen S88TT14065
LEADER 01000caa a22002652 4500
001 NLM11471116X
003 DE-627
005 20250202203447.0
007 tu
008 231222s2001 xx ||||| 00| ||eng c
028 5 2 |a pubmed25n0383.xml 
035 |a (DE-627)NLM11471116X 
035 |a (NLM)11575099 
040 |a DE-627  |b ger  |c DE-627  |e rakwb 
041 |a eng 
100 1 |a Peláez, H  |e verfasserin  |4 aut 
245 1 3 |a An integrated anaerobic--physico-chemical treatment concept for wool scouring wastewater 
264 1 |c 2001 
336 |a Text  |b txt  |2 rdacontent 
337 |a ohne Hilfsmittel zu benutzen  |b n  |2 rdamedia 
338 |a Band  |b nc  |2 rdacarrier 
500 |a Date Completed 18.03.2002 
500 |a Date Revised 21.11.2013 
500 |a published: Print 
500 |a Citation Status MEDLINE 
520 |a The strong flow wastewater from a wool scouring industry is treated by a combination of anaerobic digestion and physico-chemical postreatment. Based on previous laboratory results (Gutiérrez et al., 1999), three anaerobic baffled reactors (ABR) of 300 m3 each were built, processing 60% of the strong flow of a wool scouring mill for about two years. COD and grease removal in the anaerobic reactors were 47-50% and 50-55% respectively, with an organic load between 8.9 and 6.7 kg COD/m3 d. The effluent of the anaerobic reactors was assayed with additives in an industrial decanter centrifuge. As results of these assays, all the effluent of the three reactors was sent to the decanter centrifuge after dosing additives. Overall COD and grease removal of the integrated system were 87% and 93% respectively. Dosage of coagulation-flocculation additives was optimized in a continuous flocculation device. The proposed treatment is cheaper and easier to control than others alternatives with COD removal higher than 93% 
650 4 |a Journal Article 
650 7 |a Oxygen  |2 NLM 
650 7 |a S88TT14065  |2 NLM 
700 1 |a Gutiérrez, S  |e verfasserin  |4 aut 
700 1 |a Castro, G  |e verfasserin  |4 aut 
700 1 |a Hernández, A  |e verfasserin  |4 aut 
700 1 |a Viñas, M  |e verfasserin  |4 aut 
773 0 8 |i Enthalten in  |t Water science and technology : a journal of the International Association on Water Pollution Research  |d 1986  |g 44(2001), 4 vom: 15., Seite 41-7  |w (DE-627)NLM098149431  |x 0273-1223  |7 nnns 
773 1 8 |g volume:44  |g year:2001  |g number:4  |g day:15  |g pages:41-7 
912 |a GBV_USEFLAG_A 
912 |a SYSFLAG_A 
912 |a GBV_NLM 
912 |a GBV_ILN_350 
951 |a AR 
952 |d 44  |j 2001  |e 4  |b 15  |h 41-7