生物滞留系统改良黄土基填料的效能评价研究

Assessing the efficacy of biochar-modified loess fillers in bioretention systems

  • 摘要: 针对西北黄土地区生物滞留系统存在的基质渗透性差、污染物吸附能力弱及长期运行稳定性不足等问题,本研究提出一种功能填料协同改良策略。以75%砂+25%黄土(v/v)为基准填料(BSM),选取蛭石、沸石和珍珠岩作为改良材料,采用三因素三水平正交试验设计,通过正交极差分析与方差分析系统评估了填料配比对系统水力性能、污染物吸附能力及运行寿命的影响。结果表明:填料配比是影响系统综合性能的决定性因素。最优填料体积配比为沸石3.75%、珍珠岩3.75%、蛭石1.25%。该配比条件下,系统渗透系数达30.05 cm·h⁻¹,最大吸附量为3574.26 mg·kg⁻¹,运行寿命达12.55年。极差与方差分析显示,珍珠岩构建的宏观孔隙结构是提升水力传导与传质效率的关键;沸石与蛭石则分别主要贡献于化学吸附和界面微环境调节。多情景模拟进一步验证了,该优化系统在不同降雨重现期下,对NH₄⁺-N、TN、TP、COD的去除率及抗冲击负荷能力均显著优于传统BSM系统。本研究证实,通过沸石-珍珠岩-蛭石的协同复配,可有效克服黄土基质的固有缺陷,实现生物滞留系统水文调控与水质净化功能的协同优化,为我国西北黄土地区海绵城市建设中生物滞留设施的精准设计提供了科学配比与理论依据。

     

    Abstract: To address the critical limitations of bioretention systems in the Loess region of Northwest China, specifically the poor matrix permeability, limited contaminant adsorption capacity, and inadequate long-term operational stability inherent to local soils, this study proposes a synergistic modification strategy utilizing functional fillers; based on a benchmark soil mixture (BSM) comprising 75% sand and 25% loess (v/v), vermiculite, zeolite, and perlite were selected as ameliorants, and a comprehensive evaluation of the impact of filler ratios on hydraulic performance, contaminant adsorption, and system longevity was conducted using a three-factor, three-level orthogonal experimental design, complemented by range analysis and analysis of variance. The findings demonstrate that the filler composition is the decisive factor governing the comprehensive performance of the system, with the optimal volumetric ratio determined to be 3.75% zeolite, 3.75% perlite, and 1.25% vermiculite; under this optimal ratio, a saturated hydraulic conductivity of 30.05 cm・h⁻¹, a maximum adsorption capacity of 3574.26 mg・kg⁻¹, and an estimated operational lifespan of 12.55 years were achieved. Statistical analyses revealed that perlite primarily enhances hydraulic conductivity and mass transfer efficiency by constructing a macroscopic pore structure, whereas zeolite and vermiculite contribute predominantly to chemical adsorption and interface microenvironment regulation, respectively; multi-scenario simulations further verified that, under different rainfall recurrence intervals, the optimized system exhibited significantly superior removal efficiencies for NH₄⁺-N, total nitrogen, total phosphorus, and COD, along with enhanced resistance to shock loads, compared to the traditional BSM system. This study confirms that the synergistic combination of zeolite, perlite, and vermiculite effectively overcomes the inherent limitations of loess-based substrates, achieving the dual optimization of hydrological regulation and water purification functions, and thereby providing a robust theoretical basis and quantitative design guideline for the precise construction of bioretention facilities in sponge city initiatives within the Loess region.

     

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