摘要:
传统Fenton氧化法对高盐废水中有机污染物的处理效果不理想。为提高高盐废水中有机污染物的处理效果,在传统Fenton法基础上选用廉价、安全易得的Fe0代替Fe2+参与反应,并创新性地加入硼(B)作为还原剂,以促进Fenton体系对高盐废水中有机污染物(柠檬黄)的降解。结果表明,B/Fe0/H2O2体系对高盐废水中柠檬黄有着很好的去除效果,在盐(Na2SO4)浓度为0.2 mol/L、反应60 min时,柠檬黄的最终降解率达到100%,B、Fe0以及H2O2的最佳投加量分别为0.2 g/L、0.02 g/L和1 mmol/L。B/Fe0/H2O2体系对盐(Na2SO4)浓度在0~0.4 mol/L的废水都有着很好的柠檬黄降解率,且在废水中含有其他不同阴离子组合时仍具有很好的降解效果。6次循环后,反应30 min时B/Fe0/H2O2体系对柠檬黄的去除率仍然可以达到87.0%,说明B/Fe0/H2O2体系具有较好的循环性能。B的投加促进了Fe3+/Fe2+循环,使得Fe2+能不断催化H2O2产生·OH,从而提升对高盐废水中有机物的去除效率。
关键词:
Fenton法,
零价铁,
硼,
柠檬黄,
高盐废水
Abstract:
Traditional Fenton process can not efficiently remove organic pollutants from high-salt wastewater. In order to improve the treatment efficiency of the Fenton method,this experiment used cheap and safe zero-valent iron instead of divalent iron to participate in the reaction based on the traditional Fenton method,and innovatively added boron as a reducing agent to promote the degradation efficiency of organic pollutants in high-salt wastewater. The results indicated that B/Fe0/H2O2 process could efficiently remove tartrazine from high-salt wastewater. The tartrazine removal efficiency within 60 min could reach 100% in 0.2 mol/L Na2SO4 system at the condition of B,Fe0 and H2O2 dosage were 0.2 g/L,0.02 g/L and 1 mmol/L,respectively. The B/Fe0/H2O2 system had good degradation rates for wastewater in the range of 0-0.4 mol/L salt concentration and had good treatment efficiency at different salt system. The tartrazine removal efficiency within 30 min could still reach 87.0% after six cycle,indicating B/Fe0/H2O2 process exhibited good recycle performance. Boron promoted the Fe3+/Fe2+ cycle,allowing Fe2+ to continuously catalyze the production of ·OH from H2O2,thus enhancing the removal efficiency.
Key words:
Fenton,
Fe0,
boron,
tartrazine,
high-salt wastewater
中图分类号:
梁丽琛, 许彦平, 潘易, 李子豪, 许元顺, 王丹, 潘玉伟. 硼/Fe0/H2O2体系对高盐废水中有机污染物的去除[J]. 工业水处理, 2023, 43(6): 156-163.
Lichen LIANG, Yanping XU, Yi PAN, Zihao LI, Yuanshun XU, Dan WANG, Yuwei PAN. Removal of organic pollutants from high-salt wastewater by boron/Fe0/H2O2 system[J]. Industrial Water Treatment, 2023, 43(6): 156-163.