COD fractionation based biological treatability assessment of segregated & recovered wastewater streams from denim processing plant

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Küçük Resim

Tarih

2011

Dergi Başlığı

Dergi ISSN

Cilt Başlığı

Yayıncı

Desalination Publ

Erişim Hakkı

info:eu-repo/semantics/closedAccess

Özet

This study evaluated the biological treatability of overall wastewater generated from a denim processing plant located in Corlu, Tekirdag, in the NW of Turkey, before and after sub-stream wastewaters' recovery alternatives were performed in the plant processes. It was determined that there are 5 segregated sub-streams composed of 11 segregated single sub-stream wastewaters contribute overall wastewater of the plant. The plant overall wastewater reflects the typical character of denim processing effluents which have a high level of chemical oxygen demand (CODTot) 1200-1577 mg.l(-1) (1390 mg.l(-1)), CODSol 700-1210 mg.l(-1) (955 mg.l(-1)), TSS 2840-6800 mg.l(-1) (4820 mg.l(-1)) and quite acidic/neutral pH value such as 5.8-6.5 (6.2). According to the segregated stream characters, 6 segregated single sub-stream wastewaters fitted to be suitable for recovery. After recovery, it was observed that the remaining wastewater character changed as COD Tot 1750-2295 mg.l(-1)(2020 mg.l(-1)), CODSol 1080-1695 mg.l(-1) (1390 mg.l(-1)), TSS 3330-9735 mg.l(-1) (6535 mg.l(-1)) and pH value 5.3-6.5 (5.9). According to the biodegradability experimental data, the soluble inert fraction (S-I) of the initial total (COD) (S-I/C-T) remain steady by the ratio 3% before and after recovery while particulate inert fraction (X-I/C-T) increased from 1.6% to 3.4% ratio, as it can be considered as a specific case of COD fractions for recovery. But when the all biological treatability characteristics were evaluated as a private for this plant, it was observed that there is no any difficulty for biological treatability of remaining wastewater after recovery.

Açıklama

Anahtar Kelimeler

COD fractionation, Biological treatability, Denim processing effluents, Oxygen uptake rate (OUR), Stream segregation, Recovery, Activated-Sludge, Reuse

Kaynak

Desalination and Water Treatment

WoS Q Değeri

Q3

Scopus Q Değeri

Q3

Cilt

28

Sayı

45352

Künye