Journal of Textile Research ›› 2026, Vol. 47 ›› Issue (07): 10-18.doi: 10.13475/j.fzxb.20260405701

• Academic Papers of the 28th Annual Meeting of the China Association for Science and Technology ·Special Column: Breakthroughs in Generic Technologies for Pollution and Carbon Reduction· • Previous Articles     Next Articles

Enhancement of ozone mass transfer in polytetrafluoroethylene hollow fiber membrane contactor reactor and its application performance

YANG Fan1,2, CUI Songsong3, WANG Shanli4, WANG Zhenhua1,2, DAI Gaoqi1,2, YU Deyou1,2()   

  1. 1 State Key Laboratory of Bio-based Fiber Materials, Zhejiang Sci-Tech University, Hangzhou, Zhejiang 310018, China
    2 Engineering Research Center of Ecological Dyeing and Finishing Technology (Ministry of Education), Zhejiang Sci-Tech University, Hangzhou, Zhejiang 310018, China
    3 Zhejiang Kefeng Silicone Co., Ltd., Jiaxing, Zhejiang 314423, China
    4 Zhejiang Fashion Institute of Technology, Ningbo, Zhejiang 315211, China
  • Received:2026-04-27 Revised:2026-05-14 Online:2026-07-15 Published:2026-07-29
  • Contact: YU Deyou E-mail:yudeyou92@zstu.edu.cn

Abstract:

Objective Conventional bubble aeration suffers from low ozone mass transfer efficiency and insufficient ozone utilization, which limits the practical application of ozonation in the advanced treatment of printing and dyeing wastewater. Membrane contactor reactors provide a stable gas-liquid interface for bubbleless ozone transfer and offer a promising strategy to overcome the intrinsic limitations of bubble-based aeration. A polytetrafluoroethylene (PTFE) hollow fiber membrane contactor reactor was constructed to enhance ozone mass transfer, and the mass transfer behavior and wastewater treatment performance of hydrophobic PTFE membrane, hydrophilic PTFE membrane, and conventional aeration were systematically compared.

Method Commercial hydrophobic and hydrophilic PTFE hollow fiber membranes were adopted to construct membrane contactor reactors, while a conventional aerator was used as the control. The surface morphologies of the membranes were characterized by scanning electron microscopy. Ozone mass transfer experiments were carried out under different influent flow rates, inlet gas flow rates, inlet ozone mass concentrations, and initial liquid-phase pH values. The equilibrium dissolved ozone concentration and apparent volumetric mass transfer coefficient (KLa) were calculated based on a pseudo-first-order mass transfer model. Under the optimized operating conditions, the hydrophobic PTFE hollow fiber membrane contactor was further applied to the advanced treatment of actual printing and dyeing wastewater, and its chemical oxygen demand (COD) removal efficiency and ozone utilization efficiency were evaluated.

Results The hydrophobic PTFE hollow fiber membrane exhibited the best ozone mass transfer performance among the three transfer modes under the investigating conditions. Increasing the influent flow rate led to the thinning of the boundary layer and improved the mass transfer coefficient, but excessive flow shortened the gas-liquid contact time and reduced the equilibrium dissolved ozone concentration. The optimal gas flow rate and inlet ozone mass concentration were determined to be 100 mL/min and 67.7 mg/L, respectively. The initial pH value was also found to strongly affect ozone transfer and stability, with pH=7 providing the best balance between mass transfer driving force and ozone decomposition. Under the optimized conditions of influent flow rate of 146.67 mL/min, gas flow rate of 100 mL/min, inlet ozone mass concentration of 67.7 mg/L, and initial pH value of 7, the maximum KLa values of the hydrophobic membrane, hydrophilic membrane, and conventional aerator were 0.623, 0.341, and 0.602 min-1, respectively. For printing and dyeing wastewater treatment, the COD removal rate achieved by the hydrophobic PTFE membrane reached 60.7%, which was approximately 4 times that of the conventional aerator. The COD removal per unit ozone consumption reached 0.119 mg/mg, about 3.8 times that of conventional aerator.

Conclusion The hydrophobic PTFE hollow fiber membrane contactor effectively enhances ozone mass transfer by maintaining a stable bubbleless gas-liquid interface and reducing liquid-side mass transfer resistance. Compared with hydrophilic membrane contact and conventional bubble aeration, the hydrophobic membrane shows higher mass transfer efficiency, better ozone utilization, and superior COD removal performance in actual printing and dyeing wastewater treatment. This study provides a feasible technical route for improving ozone utilization efficiency and promoting the engineering application of membrane contactor-assisted ozonation in textile wastewater treatment.

Key words: polytetrafluoroethylene, hollow fiber membrane, membrane contactor reactor, ozone oxidation, printing and dyeing wastewater, mass transfer efficiency, wastewater treatment

CLC Number: 

  • TS973.1

Fig.1

Schematic diagram of experimental setup"

Fig.2

SEM images of PTFE hollow fiber membranes at different magnifications. (a) Hydrophobic membrane; (b) Hydrophilic membrane"

Fig.3

Influence of influent flow rate on liquid-phase O3 concentration. (a) Hydrophilic membrane;(b) Hydrophobic membrane"

Tab.1

Influence of influent flow rate on mass transfer coefficient"

进水流量/
(mL·min-1)
KLa/min-1
疏水膜 亲水膜
80 0.231 0.098
120 0.242 0.154
146.67 0.272 0.172
173.33 0.276 0.148

Fig.4

Influence of inlet gas flow rate on liquid-phase O3 mass concentration. (a) Aerator; (b) Hydrophobic membrane; (c) Hydrophilic membrane"

Tab.2

Influence of inlet gas flow rate on mass transfer coefficient"

进气流量/
(mL·min-1)
KLa/min-1
传统曝气头 疏水膜 亲水膜
30 0.086 0.089 0.079
55 0.106 0.250 0.183
75 0.313 0.267 0.231
100 0.435 0.478 0.261
200 0.426 0.344 0.256

Fig.5

Influence of inlet gas mass concentration on liquid-phase O3 mass concentration. (a) Aerator; (b) Hydrophobic membrane; (c) Hydrophilic membrane"

Tab.3

Influence of inlet gas mass concentration on mass transfer coefficient"

进气质量
浓度/(mg·L-1)
KLa/min-1
传统曝气头 疏水膜 亲水膜
50 0.381 0.384 0.186
63.5 0.435 0.534 0.273
67.7 0.602 0.623 0.341
68.3 0.569 0.489 0.325

Fig.6

Influence of initial liquid-phase pH value on liquid-phase O3 mass concentration. (a) Aerator; (b) Hydrophobic membrane"

Tab.4

Influence of initial liquid-phase pH on mass transfer coefficient"

pH值 KLa/min-1
传统曝气头 疏水膜
3 0.205 0.289
5 0.224 0.295
7 0.602 0.623
9 0.326 0.347
11

Fig.7

Comparison of COD removal from actual printing and dyeing wastewater by hydrophobic membrane and conventional aerator"

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