Adsorption and Ozonation Kinetic Model for Phenolic Wastewater Treatment

Wongsarivej Pratarn; Tongprem Pornsiri; Swasdisevi Thanit; Charinpanitkul Tawatchai; Tanthapanichakoon Wiwut

doi:10.1016/S1004-9541(09)60180-4

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Adsorption and Ozonation Kinetic Model for Phenolic Wastewater Treatment

Updated：2026-01-06

- Adsorption and Ozonation Kinetic Model for Phenolic Wastewater Treatment
- Adsorption and Ozonation Kinetic Model for Phenolic Wastewater Treatment
- 中国化学工程学报（英文版） 2011年19卷第1期页码：76-82
- Affiliations：
  
  1. National Nanotechnology Center, Thailand Science Park, Klong Luang, Pathumthani,Thailand,12120
  2. School of Energy, Environment and Materials, King Mongkut’s University of Technology Thonburi, 126 Pracha u-tid Rd.,Bangkok,Thailand,10140
  3. Center of Excellence in Particle Technology, Faculty of Engineering, Chulalongkorn University, Payathai Rd., Wangmai, Pathumwan,Bangkok,Thailand,10330
- Author bio：
- Funds：
  
  Supported by the National Nanotechnology Center(NANOTEC)(601003);the National Science and Technology Development Agency(NSTDA)
- DOI：10.1016/S1004-9541(09)60180-4
  中图分类号：
- 纸质出版：2011
- Accepted：
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Wongsarivej Pratarn, Tongprem Pornsiri, Swasdisevi Thanit, 等. Adsorption and Ozonation Kinetic Model for Phenolic Wastewater Treatment[J]. 中国化学工程学报（英文版）, 2011,19(1):76-82.

Wongsarivej Pratarn, Tongprem Pornsiri, Swasdisevi Thanit, Charinpanitkul Tawatchai, Tanthapanichakoon Wiwut. Adsorption and Ozonation Kinetic Model for Phenolic Wastewater Treatment[J]. , 2011, 19(1): 76-82.
Wongsarivej Pratarn, Tongprem Pornsiri, Swasdisevi Thanit, 等. Adsorption and Ozonation Kinetic Model for Phenolic Wastewater Treatment[J]. 中国化学工程学报（英文版）, 2011,19(1):76-82. DOI： 10.1016/S1004-9541(09)60180-4.

Wongsarivej Pratarn, Tongprem Pornsiri, Swasdisevi Thanit, Charinpanitkul Tawatchai, Tanthapanichakoon Wiwut. Adsorption and Ozonation Kinetic Model for Phenolic Wastewater Treatment[J]. , 2011, 19(1): 76-82. DOI： 10.1016/S1004-9541(09)60180-4.

摘要

Abstract

A three phase fluidized bed reactor was used to investigate the combined effect of adsorption and oxidation for phenolic wastewater treatment.Aqueous solutions containing 10 mg·L

-1

of phenol and ozone were continuously fed co-currently as upward flow into the reactor at constant flow rate of 2 and 1 L·min

-1

respectively.The phenolic treatment results in seven cases were compared:(a)O

only

(b)fresh granular activated carbon(GAC)

(d)2nd reused GAC

(e)fresh GAC enhanced with O

(f)1st reused GAC enhanced with O

and (g)2nd reused GAC enhanced with O

.The phenolic wastewater was re-circulated through the reactor and its concentration was measured with respect to time.The experimental results revealed that the phenolic degradation using GAC enhanced with O

provided the best result.The effect of adsorption by activated carbon was stronger than the effect of oxidation by ozone.Fresh GAC could adsorb phenol better than reused GAC.All cases of adsorption on GAC followed the Langmuir isotherm and displayed pseudo second order adsorption kinetics.Finally

a differential equation for the fluidized bed reactor model was used to describe the phenol concentration with respect to time for GAC enhanced with O

.The calculated results agree reasonably well with the experimental results.

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