不同类型生物滞留设施温室气体排放特征

Characteristics of greenhouse gas emissions from different types of bioretention facilities

  • 摘要: 生物滞留设施是应用较广泛的绿色雨水基础设施之一,已有研究主要聚焦于其对雨水径流水量、水质的控制,而关于其CO2、CH4、N2O等温室气体排放特征尚缺乏系统研究。针对上述问题,本文采用实验室柱状模拟实验的方法,以普通绿地作为参照,探究了生物滞留设施的构造类型对其温室气体排放特征的影响和碳减排效果。研究结果表明:不同类型生物滞留设施中,倒置生物滞留设施的CO2、N2O平均排放通量均较低,分别为66.18 mg·m-2·h-1、2.98 μg·m-2·h-1;其温室气体平均累积排放通量总量最低,全球增温潜势为226.69 kg·hm-2;可减少场次CO2排放量0.551 kg。因此,实际工程应用中可优先选择倒置生物滞留设施,从而有效减少温室气体的排放通量。上述研究可为“双碳”背景下的生物滞留设施优化设计提供支撑。

     

    Abstract: Bioretention facility is one of the most widely used green stormwater infrastructures. Previous studies have mainly focused on the reduction of stormwater runoff volume and pollutants removal, while there is still a lack of systematic research on the emission characteristics of greenhouse gases (GHGs) such as CO2, CH4 and N2O. In response to the above issues, this manuscript adopts a columnar simulation experiments in the laboratory to investigate the influence of the construction type of bioretention facilities on the greenhouse gases emission characteristics and carbon emssion reduction effects, using traditional green spaces as a reference. The results show that among the different types of bioretention facilities, the average emission fluxes of CO2 and N2O from the inverted bioretention facility are lower, which is 66.18 mg·m-2·h-1 and 2.98 μg·m-2·h-1, respectively; the inverted bioretention facility exhibits the lowest average total cumulative emission flux of GHGs, with a global warming potential of 226.69 kg·hm-2; it can reduce CO2 emissions by 0.551 kg per field. Therefore, the inverted bioretention facility can be preferentially selected for practical engineering applications to effectively reduce greenhouse gas emission fluxes. The above research provides support for the optimal design of bioretention facilities in the context of striving for the "dual-carbon" (carbon peaking and carbon neutrality).

     

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