碱改性钢渣除磷滤柱对模拟农村生活污水除磷效能的研究

Phosphorus Removal Performance of Alkali-Modified Steel Slag Filter Column for the Treatment of Simulated Rural Domestic Sewage

  • 摘要: 针对废弃钢渣亟待资源化及农村生活污水处理过程中药剂除磷运维难的问题,采用正交试验设计优化制备了碱改性钢渣除磷填料,并通过SEM、XRD及FTIR对填料表面特性进行了表征;构建了碱改性钢渣滤柱并应用于农村生活污水生物处理单元出水的除磷,重点研究了水力停留时间(HRT)与填料粒径对磷去除效能的影响。结果表明,(1)填料表面粗糙多孔的结构为磷吸附提供了丰富的物理位点,磷吸附后晶体结构保持稳定,未发生明显相变;吸附机制涉及CaO、Fe₂O₃等活性组分的化学沉淀及SiO₂表面官能团与磷的配位作用。hjgcjsxb1 王.2 (2)粒径减小(15-20 mm、10-15 mm、5-10 mm和3-5 mm)可增大比表面积与活性位点密度,3-5 mm粒径填料的TP去除率最高(80%以上),其次为5-10 mm粒径填料(TP去除率57.5%),兼顾考虑机械强度与堵塞风险,优先推荐5-10 mm粒径填料。(3)粒径为5-10 mm时,HRT(0.5h、1.0h、2.5h和5.0h)的延长能显著提升磷的去除,当HRT为5.0 h时,TP去除率可达99%,综合考虑运行成本与处理效率,确定最佳HRT为2.5 h,其出水TP低于0.3 mg/L,满足河北省《农村生活污水排放标准》(DB13/2171-2020)一级排放标准(0.5 mg/L)。hjgcjsxb3 王.4 (4)实验室制备成本约10.13元/kg,规模化生产成本预期将有大幅下降,兼具“以废治废”的循环经济优势,具备工程应用潜力。综上,表明碱改性钢渣复合填料具备良好的工程应用潜力,为钢渣资源化利用及农村生活污水高效除磷提供了理论依据。

     

    Abstract: To address the urgent need for the resource utilization of waste steel slag and the difficulty in the operation and maintenance of chemical phosphorus removal in rural domestic sewage treatment, an alkali-modified steel slag phosphorus removal fillers were prepared using an orthogonal experimental design. The surface characteristics of the fillers were characterized using Scanning Electron Microscopy (SEM), X-ray Diffraction (XRD), and Fourier Transform Infrared Spectroscopy (FTIR). An alkali-modified steel slag filter column was set up to treat the effluent from a rural domestic sewage biological treatment unit, and the influences of hydraulic retention time (HRT) and filler particle size on the phosphorus removal performance were mainly investigated. The results indicated that the rough and porous surface structure of the fillers provides abundant physical sites for phosphorus adsorption, and the crystal structure remains stable without significant phase transformation after adsorption. The adsorption mechanism involves chemical precipitation by active components such as calcium oxide and ferric oxide, as well as coordination between silicon dioxide surface functional groups and phosphorus. The decrease in particle size (15–20 mm, 10–15 mm, 5–10 mm, and 3–5 mm) of fillers could increase their specific surface area and active site density, and the total phosphorus (TP) removal (above 80%) of the column was the highest with 3-5 mm particle size filler, followed that with 5-10 mm particle size filler (57.5% TP removal efficiency). The 5–10 mm filler was recommended as the optimum filler taking both‌ the mechanical strength and clogging risks into account. The phosphorus removal of the column was significantly improved with the HRT increase for treatment of the effluent from a rural domestic sewage biological treatment unit , and the TP removal efficiency could achieve 99% at 5.0 h HRT. Considering operational costs and TP removal efficiency, 2.5 h was determined as the optimal HRT. The column effluent TP concentration was lower than 0.3 mg/L, which met the Class-I discharge limitation value (0.5 mg/L) of Hebei Province's Rural Domestic Sewage Discharge Standard (DB13/2171-2020). The laboratory-scale preparation cost was estimated at 10.13 ¥/kg, and the cost of full-scale was expected to decline substantially, while the process inherently embodied the circular economy principle of "treating waste with waste" and exhibited considerable potential for engineering application. In summary, the alkali-modified steel slag composite filler exhibited excellent engineering application potential, offering a theoretical foundation for steel slag resourceful utilization and efficient phosphorus removal in rural wastewater treatment.

     

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