Literature DB >> 17254694

Kinetic of carbonaceous substrate in an upflow anaerobic sludge sludge blanket (UASB) reactor treating 2,4 dichlorophenol (2,4 DCP).

Delia Teresa Sponza1, Ayşen Uluköy.   

Abstract

The performance of an upflow anaerobic sludge blanket (UASB) reactor treating 2,4 dichlorophenol (2,4 DCP) was evaluated at different hydraulic retention times (HRTs) using synthetic wastewater in order to obtain the growth substrate (glucose-COD) and 2,4 DCP removal kinetics. Treatment efficiencies of the UASB reactor were investigated at different hydraulic retention times (2-20 h) corresponding to a food to mass (F/M) ratio of 1.2-1.92 g-COD g(-1) VSS day(-1). A total of 65-83% COD removal efficiencies were obtained at HRTs of 2-20 h. In all, 83% and 99% 2,4 DCP removals were achieved at the same HRTs in the UASB reactor. Conventional Monod, Grau Second-order and Modified Stover-Kincannon models were applied to determine the substrate removal kinetics of the UASB reactor. The experimental data obtained from the kinetic models showed that the Monod kinetic model is more appropriate for correlating the substrate removals compared to the other models for the UASB reactor. The maximum specific substrate utilization rate (k) (mg-COD mg(-1) SS day(-1)), half-velocity concentration (K(s)) (mg COD l(-1)), growth yield coefficient (Y) (mg mg(-1)) and bacterial decay coefficient (b) (day(-1)) were 0.954 mg-COD mg(-1) SS day(-1), 560.29 mg-COD l(-1), 0.78 mg-SS g(-1)-COD, 0.093 day(-1) in the Conventional Monod kinetic model. The second-order kinetic coefficient (k(2)) was calculated as 0.26 day(-1) in the Grau reaction kinetic model. The maximum COD removal rate constant (U(max)) and saturation value (K(B)) were calculated as 7.502 mg CODl(-1)day(-1) and 34.56 mg l(-1)day(-1) in the Modified Stover-Kincannon Model. The (k)(mg-2,4 DCP mg(-1) SS day(-1)), (K(s)) (mg 2,4 DCPl(-1)), (Y) (mg SS mg(-1) 2,4 DCP) and (k(d)) (day(-1)) were 0.0041 mg-2,4 DCP mg(-1) SS day(-1), 2.06 mg-COD l(-1), 0.0017 mg-SS mg(-1) 2,4 DCP and 3.1 x 10(-5) day(-1) in the Conventional Monod kinetic model for 2,4 DCP degradation. The second-order kinetic coefficient (k(2)) was calculated as 0.30 day(-1) in the Grau reaction kinetic model. The maximum 2,4 DCP removal rate constant (U(max)) and saturation value (K(B)) were calculated as 0.01 mg COD l(-1) day(-1) and 9.8 x 10(-3) mg l(-1) day(-1) in the Modified Stover-Kincannon model.

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Year:  2007        PMID: 17254694     DOI: 10.1016/j.jenvman.2006.11.030

Source DB:  PubMed          Journal:  J Environ Manage        ISSN: 0301-4797            Impact factor:   6.789


  4 in total

1.  Evaluation of substrate removal kinetics for UASB reactors treating chlorinated ethanes.

Authors:  Debolina Basu; Shyam R Asolekar
Journal:  Environ Sci Pollut Res Int       Date:  2012-07       Impact factor: 4.223

2.  Kinetic modelling and characterization of microbial community present in a full-scale UASB reactor treating brewery effluent.

Authors:  Abimbola M Enitan; Sheena Kumari; Feroz M Swalaha; J Adeyemo; Nishani Ramdhani; Faizal Bux
Journal:  Microb Ecol       Date:  2013-12-12       Impact factor: 4.552

3.  Biological treatment of slaughterhouse wastewater: kinetic modeling and prediction of effluent.

Authors:  Moein Besharati Fard; Seyed Ahmad Mirbagheri; Alireza Pendashteh; Javad Alavi
Journal:  J Environ Health Sci Eng       Date:  2019-07-06

4.  Biohydrogen production under hyper salinity stress by an anaerobic sequencing batch reactor with mixed culture.

Authors:  Ensiyeh Taheri; Mohammad Mehdi Amin; Ali Fatehizadeh; Hamidreza Pourzamani; Bijan Bina; Henri Spanjers
Journal:  J Environ Health Sci Eng       Date:  2018-11-01
  4 in total

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