Journal of Textile Research ›› 2026, Vol. 47 ›› Issue (07): 1-9.doi: 10.13475/j.fzxb.20260400101

• 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· •     Next Articles

Efficiency evaluation of advanced oxidation pretreatment for organic phosphorus wastewater from flame-retardant finishing

SHEN Chensi1, HOU Chuanxin1, SU Xiong2, LI Fang1()   

  1. 1 College of Environmental Science and Engineering, Donghua University, Shanghai 201620, China
    2 Hebei Green Textile Technology Innovation Center, Xingtai, Hebei 054000, China
  • Received:2026-04-01 Revised:2026-05-12 Online:2026-07-15 Published:2026-07-29
  • Contact: LI Fang E-mail:lifang@dhu.edu.cn

Abstract:

Objective Tetrakis(hydroxymethyl)phosphonium sulfate (THPS) flame-retardant finishing wastewater contains high levels of refractory organic phosphorus and coexisting carbon and nitrogen pollutants. The phosphorus in THPS exists in a stable organic-bound form, with the phosphorus atom shielded by four hydroxymethyl groups, rendering conventional chemical precipitation and biological treatment largely ineffective. This poses significant challenges to pollution control and low-carbon transformation in the textile industry under increasingly stringent discharge standards. This study systematically evaluates five advanced oxidation processes (AOPs) as pretreatment technologies for THPS finishing wastewater, aiming to identify optimal process routes for synergistic pollutant removal and carbon reduction.

Method Five AOPs, which are ozonation (O3), alkali-activated persulfate (OH-/PS), Fe2+-activated persulfate (Fe2+/PS), CaO2-based Fenton-like oxidation (CaO2-Fenton), and potassium ferrate (K2FeO4) oxidation, were investigated for treating real wastewater from a textile finishing plant (TP: 82.04 mg/L, $\mathrm{P}{\mathrm{O}}_{4}^{3-}$PO43-: 10.52 mg/L, NH3-N: 302.99 mg/L, TN: 358.75 mg/L, TOC: 467.90 mg/L, COD:1 176 mg/L, pH=3.33). Experiments were conducted under optimal conditions at room temperature ((25±2) ℃), followed by chemical precipitation with CaCl2 and MgCl2 at pH=11, and the performance was comprehensively assessed based on TP, TOC, NH3—N, and TN removal efficiency, operational cost, sludge production, and carbon emissions. A multi-criteria evaluation framework incorporating radar chart analysis was employed to provide a holistic comparison across all five processes.

Results All five AOPs exhibited limited direct mineralization of organic phosphorus to ortho-phosphate (PO43-). The core mechanism was the partial cleavage of C-P bonds in THPS molecules, converting stable organic phosphorus into phosphate-group-bearing organic intermediates. These intermediates demonstrated significantly enhanced coordination capacity with Ca2+ and Mg2+ compared to intact THPS, as the exposed oxygen lone pairs of phosphate groups facilitate stronger complexation and more stable precipitation, forming a pre-oxidation activation-complexation precipitation synergistic mechanism. This explains why CaO2-Fenton, despite generating the lowest aqueous PO43- increment, achieved the highest TP removal rate (98.72%), while O3, which produced the highest PO43- increment, yielded a lower TP removal rate (70.52%) which free PO43- is susceptible to competitive interference from coexisting ions in the high-strength wastewater matrix, limiting its precipitation efficiency. Among all combined processes, CaO2-Fenton achieved the highest TP removal rate(98.72%), followed by K2FeO4 (72.33%), O3 (70.52%), Fe2+/PS (56.29%), and OH-/PS (53.64%). For organic carbon removal, O3 exhibited the highest TOC removal rate (90.39%), while OH-/PS and CaO2-Fenton achieved 72.80% and 70.07%, respectively. K2FeO4 demonstrated the most effective nitrogen transformation, attributed to the direct oxidation capacity of Fe(VI) and the synergistic adsorption-coprecipitation of Fe(III) flocs. In terms of operational costs, OH-/PS was the most economical (3.93 CNY/m3) with the lowest unit TOC removal cost (11.5 CNY/g), while CaO2-Fenton achieved the lowest unit phosphorus removal cost (71.3 CNY/g). O3 incurred the highest overall cost (12.30 CNY/m3) due to electricity consumption and generated direct carbon emissions of 5.26 kgCO2/m3, whereas chemical-based processes with no direct electricity consumption demonstrated superior synergistic benefits for pollution reduction and carbon mitigation.

Conclusion AOPs combined with chemical precipitation are proven to provide effective pretreatment for THPS flame-retardant finishing wastewater via the pre-oxidation activation-complexation precipitation mechanism, which offers a new perspective for understanding organic phosphorus removal in complex industrial wastewater. Process selection should be guided by treatment objectives and cost constraints. CaO2-Fenton is recommended for phosphorus-priority scenarios given its superior TP removal and lowest unit phosphorus removal cost, OH-/PS is optimal for organic matter removal and low-carbon operation given its lowest overall operational cost, and K2FeO4 is preferred when stringent nitrogen discharge requirements apply. These findings provide scientific insight for low-carbon process selection in textile flame-retardant finishing wastewater treatment.

Key words: organic phosphorus wastewater, advanced oxidation process, pretreatment, oxidation-precipitation synergy, synergistic reduction of pollutant and carbon emission, wastewater treatment

CLC Number: 

  • TS195.5

Fig.1

Structural formula of THPS-urea precondensate"

Fig.2

Curves of PO43- and TOC mass concentration over reaction time in different advanced oxidation systems"

Fig.3

Influence of different O3 dosages on removal effect of NH3-N, TN, TP and TOC in wastewater"

Fig.4

Influence of alkali-activated PS on removal effect of NH3-N, TN, TP and TOC in wastewater at different pH value"

Fig.5

Influence of different Fe2+ dosages on removal effect of NH3-N, TN, TP and TOC in wastewater"

Fig.6

Influence of different CaO2 dosages on removal effect of NH3-N, TN, TP and TOC in wastewater"

Fig.7

Influence of different K2FeO4 dosages on removal effect of NH3-N, TN, TP and TOC in wastewater"

Fig.8

Removal effect of TP, TOC, NH3-N and TN by different oxidation-precipitation combined processes"

Tab.1

Costs of various oxidation and precipitation processes"

氧化-沉淀
工艺
电耗/
(kW·h·
m-3)
氧化药剂
成本/
(元·m-3)
沉淀药
剂成本/
(元·
m-3)
综合
成本/
(元·
m-3)
污泥
产量
操作
复杂
O3 10 0.50(O2) 3.80 12.30
OH-/PS 0.13 3.80 3.93
Fe2+/PS 0.56 3.80 4.36
CaO2-
Fenton
1.98 3.80 5.78
K2FeO4 1.77 3.80 5.57

Fig.9

Pollutant removal by different processes"

Fig.10

Pollutant removal performances and operational cost evaluations of different oxidation-precipitation combined processes"

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