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一体化垂直流人工湿地水动力特性及污染物去除效率优化研究

Study on the optimization of hydrodynamic characteristics and pollutant removal efficiency in integrated vertical flow constructed wetlands.

作者信息

Zhao Peizheng, Wang Ruida, Li Binshuang, Zhang Guoyi, Chen Zhonggou, Wang Shenshan, Hu Xinhong, Hao Rong

机构信息

Department of Landscape and Architecture, Zhejiang Agriculture and Forestry University, Hangzhou, 311300, China.

China Construction Fifth Engineering Division Co., Ltd, Hangzhou, 311300, China.

出版信息

Sci Rep. 2025 Feb 19;15(1):6017. doi: 10.1038/s41598-025-88785-9.

Abstract

Integrated vertical flow constructed wetland (IVCW) is a new type of ecological wastewater treatment, and its internal hydrodynamic characteristics are crucial for the efficiency of pollutant removal. To enhance the hydrodynamic characteristics and pollutant removal efficiency of IVCWs, this study systematically investigated the influence mechanisms of substrate arrangement, layer thickness ratio, and hydraulic load on the internal flow field and hydrodynamic characteristics of the IVCW system using CFD technology. Based on these findings, an optimized IVCW system was proposed, and its pollutant removal performance was examined through field measurements. The results showed that the highest hydraulic efficiency within the system (λ = 0.835) was achieved when the substrate was arranged in descending order of resistance coefficient from top to bottom (medium, high, low), with a layer thickness ratio of 1:4:1 and a hydraulic load of 0.7 m/d. Compared to the control group, the optimized IVCW exhibited significantly higher average removal rates for COD (Chemical Oxygen Demand), TP (Total Phosphorus), and TN (Total Nitrogen).This study provides technical support for the improvement and application of the IVCW system and holds significant implications for ecological wastewater treatment.

摘要

综合垂直流人工湿地(IVCW)是一种新型的生态污水处理方式,其内部水动力特性对于污染物去除效率至关重要。为了增强IVCW的水动力特性和污染物去除效率,本研究利用CFD技术系统地研究了基质排列、层厚比和水力负荷对IVCW系统内部流场和水动力特性的影响机制。基于这些研究结果,提出了一种优化的IVCW系统,并通过现场测量考察了其污染物去除性能。结果表明,当基质从顶部到底部按照阻力系数由小到大(中、高、低)的顺序排列,层厚比为1:4:1且水力负荷为0.7 m/d时,系统内水力效率最高(λ = 0.835)。与对照组相比,优化后的IVCW对化学需氧量(COD)、总磷(TP)和总氮(TN)的平均去除率显著更高。本研究为IVCW系统的改进和应用提供了技术支持,对生态污水处理具有重要意义。

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