Advanced oxidation for aromatic amine mineralization after aerobic - - PowerPoint PPT Presentation

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Advanced oxidation for aromatic amine mineralization after aerobic - - PowerPoint PPT Presentation

Advanced oxidation for aromatic amine mineralization after aerobic granular sludge treatment of an azo dye containing wastewater Ana M. T. Mata (1,2) , Ndia D. Loureno (1) , Helena M. Pinheiro (1) (1) Instituto Politcnico de Setbal, Rua


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Advanced oxidation for aromatic amine mineralization after aerobic granular sludge treatment

  • f an azo dye containing wastewater

Ana M. T. Mata(1,2), Nídia D. Lourenço(1), Helena M. Pinheiro(1)

(2) iBB, Instituto Superior Técnico, Universidade de Lisboa, Av.

Rovisco Pais, 1049-001 Lisboa, Portugal

(1) Instituto Politécnico de Setúbal, Rua Vale de Chaves, Campus

do IPS, Estefanilha, 2910-761 Setúbal, Portugal

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Introduction Textile wastewater

  • negative environmental impact
  • heavily loaded regarding organic carbon

and color (70% from azo dyes)

Colorless dye persisten metabolites

→ 2 phase biological treatment anaerobic ↔ dye reduction (color removal) aerobic ↔ further oxidation (COD removal) Aerobic Granular Sludge Sequencial Batch Reactor (AGS-SBR)

Acid Red 14:

Intense color

p-4A1NS (stable amine)

  • -amine

(unstable)

colorless colorless

e-

13th IWA SWWS and 5th ROS, Athens 14-16 SET. 2016 Ana Mata

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SLIDE 3

13th IWA SWWS and 5th ROS, Athens 14-16 SET. 2016

The aim of this work was:

  • Apply advanced oxidation processes (AOP) in simple configuration, as a

post-treatment of an AGS-bioreactor to promote the mineralization of the azo dye metabolites

  • Ozonation
  • UV irradiation
  • The recirculation of the AOP treated effluent back to the AGS-bioreactor

was also tested to evaluate the improvement of the overall removal of

  • rganic load (COD)

Aim

Ana Mata

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SLIDE 4

Experimental System

13th IWA SWWS and 5th ROS, Athens 14-16 SET. 2016

Textile Wastewater 40 mg/L Dye (AR14) 1000 mg/L COD Emsize1

6h cycle

AGS-SBR

Ana Mata

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Experimental System

13th IWA SWWS and 5th ROS, Athens 14-16 SET. 2016

Fill Anaerobic Aeration Settling Discharge Iddle AGS-SBR effluent

6h cycle 2h 3h 3 to 5 min

AGS-SBR

Textile Wastewater 40 mg/L Dye (AR14) 1000 mg/L COD Emsize1

Ana Mata

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SLIDE 6

Experimental System

13th IWA SWWS and 5th ROS, Athens 14-16 SET. 2016

Fill Anaerobic Aeration Settling Discharge Iddle AGS-SBR effluent

6h cycle 2h 3h 3 to 5 min

AGS-SBR

Textile Wastewater 40 mg/L Dye (AR14) 1000 mg/L COD Emsize1 Color and COD removal > 80% but Recalcitrant aromatic amine (41ANS) AGS-SBR effluent collected along a period of 2 days for following experiments

Ana Mata

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Experimental System

13th IWA SWWS and 5th ROS, Athens 14-16 SET. 2016

AGS-SBR effluent Color and COD removal > 80% but Recalcitrant aromatic amine (41ANS)

Ozonation post-treatment

60-watt Electronic Ozonizer 5 L/min Sample: 800 mL in an 1L cylinder Ozone fed for 60 minutes samples collected at 0, 5, 10, 20, 30, 45 and 60 min Followed by HPLC UV-vis COD

Ana Mata

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SLIDE 8

Experimental System

13th IWA SWWS and 5th ROS, Athens 14-16 SET. 2016

AGS-SBR effluent Color and COD removal > 80% but Recalcitrant aromatic amine (41ANS)

Ozonation post-treatment UV irradiation post-treatment

60-watt Electronic Ozonizer 5 L/min Sample: 800 mL in an 1L cylinder 150-watt, medium pressure mercury lamp (200-600 nm) Sample: 600 mL in a 850-mL photoreactor Ozone fed for 60 minutes samples collected at 0, 5, 10, 20, 30, 45 and 60 min 30 min irradiation samples collected at 0, 5, 10, 20 and 30 min Followed by HPLC UV-vis COD Followed by HPLC UV-vis COD

Ana Mata

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SLIDE 9

Experimental System

13th IWA SWWS and 5th ROS, Athens 14-16 SET. 2016

Recirculation

  • f the AOP treated effluent

back to the AGS-bioreactor was also studied

Followed by HPLC UV-vis COD TSS

Ana Mata

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13th IWA SCWWS and 5th SCROS, Athens 14-16 SET. 2016

Results Ozonation post-treatment

Ana Mata

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13th IWA SCWWS and 5th SCROS, Athens 14-16 SET. 2016

Results Ozonation post-treatment

  • 5 min O3 -> 85% conversion of 4A1NS

Ana Mata

220 254 0,5 1 1,5 2 2,5 3 3,5 190 290 390 490 590 690 790

Absorbance Wavelength (nm)

B

0 min (SBR effluent) 10 min Ozonation 60 min Ozonation

  • disappearance amine peak at 320 nm

4A1NS concentracion by HPLC UV-vis spectra HPLC chromatogram

  • General disappearance of residual peaks
  • r retention time reduction
  • COD value was unchanged (no

mineralization)

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Results UV irradiation post treatment

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13th IWA SCWWS and 5th SCROS, Athens 14-16 SET. 2016

Results UV irradiation post treatment

Ana Mata

220 254 0,5 1 1,5 2 2,5 3 3,5 190 290 390 490 590 690 790

Absorbance Wavelength (ƞm)

B

SBR effluent (0 min) 10 min UV irradiation 30 min UV irradiation

4A1NS concentracion by HPLC UV-vis spectra

  • need 20min UV -> 85% conversion of 4A1NS
  • at 10min amine peak at 320 nm still remains
  • disappearance of all residual metabolites
  • COD value almost unchanged (no

mineralization)

HPLC chromatogram

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SLIDE 14

13th IWA SCWWS and 5th SCROS, Athens 14-16 SET. 2016

Results Recirculation to bioreactor after AOP

Ana Mata

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13th IWA SCWWS and 5th SCROS, Athens 14-16 SET. 2016

Results Recirculation to bioreactor after AOP

Ana Mata

0,5 1 1,5 2 2,5 3 3,5 190 290 390 490 590 690 790

Absorbance λ (nm)

beginning of biological cycle (O3) end of biological cycle (O3) beginning of biological cycle (UV) end of biological cycle (UV) UV-vis spectra

  • no change of the ozonised effluent
  • a slight absorbance decrease of UV-irradiated effluent
  • HPLC essentially unchanged both for Ozone an UV-irradiated effluent
  • recirculation to bioreactor increments COD removal by

20% - ozonised effluent 15% - UV-irradiated effluent

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13th IWA SCWWS and 5th SCROS, Athens 14-16 SET. 2016

Conclusions

Ana Mata

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13th IWA SCWWS and 5th SCROS, Athens 14-16 SET. 2016

Conclusions

  • The conversion of the recalcitrant 4A1NS amine was successfully achieved

using the two AOP tested as post-treatments

  • A removal efficiency of 85% for the recalcitrant amine could be obtained with

either 5 min of ozonation or 20 min of UV irradiation.

  • COD removal in both AOP treatments was insignificant, but a simulated

recirculation of these effluents back to the biological treatment achieved removal yields of 15 to 20%.

  • It can be concluded that ozonation and UV irradiation are promising options as

polishing treatments for the effluents coming from AGS-SBR treatment of textile wastewaters, aiming to eliminate recalcitrant aromatic amines resulting from azo dye bioreduction.

Ana Mata

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13th IWA SCWWS and 5th SCROS, Athens 14-16 SET. 2016

Acknowledgements

  • This work was financed by Fundação para a Ciência e a Tecnologia (FCT, Portugal) through

the BIOTEXTILE project (PTDC/EBB-EBI/120624/2010) and the funding received by iBB - Institute for Bioengineering and Biosciences (UID/BIO/04565/2013).

  • A.M.T. Mata and N.D. Lourenço acknowledge the financial support of FCT through doctoral

(SFRH/BD/49432/2009) and post-doctoral (SFRH/BPD/88095/2012) research grants, respectively.

  • Instituto Politécnico de Setúbal is also acknowledged for financial support granted to A.M.T.

Mata.

  • Funding received by iBB from Programa Operacional Regional de Lisboa 2020 (Project N.

007317) is also acknowledged.

Thank you for your attention!

anatavaresmata@gmail.com

Ana Mata