纺织学报 ›› 2026, Vol. 47 ›› Issue (07): 1-9.doi: 10.13475/j.fzxb.20260400101

• 第二十八届中国科协年会学术论文·减污降碳共性技术突破专栏· •    下一篇

高级氧化预处理阻燃整理有机磷废水效能评价

沈忱思1, 侯传鑫1, 苏雄2, 李方1()   

  1. 1 东华大学 环境科学与工程学院, 上海 201620
    2 河北省绿色纺织技术创新中心, 河北 邢台 054000
  • 收稿日期:2026-04-01 修回日期:2026-05-12 出版日期:2026-07-15 发布日期:2026-07-29
  • 通讯作者: 李方(1979—),男,教授,博士。主要研究方向为水污染控制。E-mail:lifang@dhu.edu.cn
  • 作者简介:沈忱思(1985—),女,副教授,博士。主要研究方向为水污染控制化学。
  • 基金资助:
    中国纺织工业联合会应用基础研究项目(J202407);中央高校基本科研业务费专项资金项目(2232025G-11)

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 Published:2026-07-15 Online:2026-07-29

摘要:

针对纺织阻燃整理废水中有机磷形态稳定和常规工艺处理效果有限的问题,考察了臭氧、碱活化过硫酸盐、Fe2+活化过硫酸盐、CaO2类Fenton及高铁酸钾氧化5种高级氧化技术(AOPs)对四羟甲基硫酸磷阻燃整理废水的预处理效果,并引入成本和减排维度综合评价了各预氧化-沉淀组合工艺的效能。结果表明,5种AOPs对有机磷的直接矿化能力有限,核心作用在于断裂部分C—P键,将有机磷转化为含磷酸基团的中间体,提升后续化学沉淀的络合除磷效率,形成预氧化活化-络合沉淀协同机制。其中,CaO2类Fenton组合工艺对废水总磷去除率最高(98.72%),每克磷的处理成本最低(71.3元/g);臭氧组合工艺对总有机碳去除率最优(90.39%);碱活化过硫酸盐组合工艺的综合运行成本最低(3.93元/m3)。无直接电耗的药剂体系减污降碳协同效益优于臭氧氧化体系,可依据出水水质目标灵活选择工艺路线。

关键词: 有机磷废水, 高级氧化技术, 预处理, 氧化沉淀协同, 减污降碳, 废水处理

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

中图分类号: 

  • TS195.5

图1

四羟甲基硫酸磷尿素初缩体结构图"

图2

不同高级氧化体系中PO43-与TOC质量浓度随反应时间的变化曲线"

图3

不同O3投加量对废水中NH3-N、TN、TP和TOC去除效果的影响"

图4

不同pH值碱活化PS对废水中NH3-N、TN、TP和TOC去除效果的影响"

图5

不同Fe2+投加量对废水中NH3-N、TN、TP和TOC去除效果的影响"

图6

不同CaO2投加量对废水中NH3-N、TN、TP和TOC去除效果的影响"

图7

不同K2FeO4投加量对废水中NH3-N、TN、TP和TOC去除效果的影响"

图8

不同氧化-沉淀组合工艺对TP、TOC、NH3-N和TN的去除效果"

表1

各预氧化-沉淀工艺的处理成本"

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

图9

不同处理工艺对典型污染物的削减量"

图10

不同氧化-沉淀组合工艺的污染物削减效能与运行成本评价"

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