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生态沟渠对典型雨水径流污染物去除效果的研究

Removal effect of typical pollutants from stormwater runoff in ecological ditches.

机构信息

School of Civil and Ocean Engineering, Jiangsu Ocean University, Lianyungang, 222005, China.

Institute of Oceanology, Chinese Academy of Sciences, Qingdao, 266071, China.

出版信息

Environ Sci Pollut Res Int. 2023 Aug;30(40):92317-92331. doi: 10.1007/s11356-023-28809-x. Epub 2023 Jul 24.

Abstract

Ecological ditches are a typical ecological facility for controlling road stormwater runoff pollution; they mainly remove harmful pollutants from runoff through plant absorption, retention and sedimentation, ecological adsorption, and microbial action. In this paper, according to the transport form of rainwater in the ditches, the removal effects of two different types of ditches on nitrogen, phosphorus, heavy metals, and other pollutants were simulated under three conditions of rainfall, slow flow, and still water, respectively, and their operating characteristics were analyzed. The results showed that the removal rate of TN in the two ecological ditches under slow flow conditions showed a downward trend as a whole with the increase of hydraulic load, and the suitable hydraulic load for TN removal should be selected as 0.3 m/(m day). Under the simulated rainfall conditions, the TN removal rates of no. 1 and no. 2 ditches were 26.1-37.2% and 24.9 ~ 52.5%, respectively, and the TP removal rates were 44.6 ~ 63.3% and 36.1 ~ 62.1%. After 19.4 h and 22.1 h in the static state, the TP concentration in no. 1 ditch and no. 2 ditch reached the surface V water standard, and the average removal rate of TP was 74.7% and 53.7%, respectively. This paper provides a reference for selecting suitable parameters and optimizing the operational performance of ecological ditches to reduce runoff pollutants more effectively.

摘要

生态沟渠是控制道路雨水径流污染的一种典型生态设施;它主要通过植物吸收、截留和沉淀、生态吸附和微生物作用来去除径流中的有害污染物。本文根据沟渠中雨水的输送形式,分别在降雨、慢速流和静水三种条件下模拟了两种不同类型的沟渠对氮、磷、重金属等污染物的去除效果,并分析了其运行特性。结果表明,在慢速流条件下,两种生态沟渠的 TN 去除率随着水力负荷的增加呈下降趋势,TN 去除的适宜水力负荷应为 0.3 m/(m·d)。在模拟降雨条件下,1 号和 2 号沟渠的 TN 去除率分别为 26.1-37.2%和 24.9-52.5%,TP 去除率分别为 44.6-63.3%和 36.1-62.1%。在静态状态下 19.4 h 和 22.1 h 后,1 号沟渠和 2 号沟渠的 TP 浓度均达到地表水 V 类标准,TP 的平均去除率分别为 74.7%和 53.7%。本文为选择合适的参数和优化生态沟渠的运行性能以更有效地减少径流污染物提供了参考。

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