表面流人工湿地的概念、技术特征及工程应用

Concept, technical characteristics and engineering applications of surface flow constructed wetlands

  • 摘要: 人工湿地作为兼具生态效益与污染物去除功能的水处理技术,已广泛应用于我国水污染物去除与生态修复领域。在工程实践与统计研究中,表面流人工湿地常与湖泊、景观水体及广义人工湿地混淆,导致对其概念认知与统计结果存在偏差。系统梳理了湿地及人工湿地相关概念,结合我国现行标准体系、工程应用案例及表面流人工湿地技术特征,对其定义、技术特征及工程应用进行了分析。结果表明:表面流人工湿地虽在形态上接近浅水水体,但本质上是具有明确处理对象、可控水力条件和污染削减目标的水质净化型人工湿地;其污染物的去除主要依赖基质吸附、植物吸收、动物摄食与扰动、颗粒沉降及微生物转化,处理效果受水力负荷、水深、流态分布和水力停留时间等因素控制;与潜流人工湿地相比,表面流人工湿地建设和运行费用较低,但存在单位面积污染物负荷较低、占地需求较大、低温稳定性不足、短流和死水区易形成、植物残体腐解和底泥累积等问题。当前工程应用中仍存在统计口径不一、“重建轻管”、水力效率评价不足、部分区域蚊蝇孳生与漂浮物积累以及长期运行绩效关注不足等问题。建议进一步规范概念体系,区分广义人工湿地与水质净化型人工湿地,统一工程统计口径,强化水力调控与运行维护,并从全生命周期角度完善表面流人工湿地工程评价体系。

     

    Abstract: Constructed wetlands, as a water treatment technology that provides both ecological benefits and pollutant removal, have been widely used for water pollution control and ecological restoration in China. In engineering practice and statistical studies, surface flow constructed wetlands (SFCWs) are often confused with lakes, landscape water bodies, and broadly defined human-made wetlands, leading to biases in conceptual understanding and statistical results. This study systematically reviews the concepts of wetlands and constructed wetlands, and analyzes the definition, technical characteristics, and engineering applications of SFCWs based on China’s current standards, engineering application cases, and the technical features of these systems. The results show that although SFCWs are morphologically similar to shallow water bodies, they are essentially constructed wetlands with clearly defined treatment targets, controllable hydraulic conditions, and pollutant reduction targets. Pollutant removal in these systems mainly depends on substrate adsorption, plant uptake, animal grazing and bioturbation, particle sedimentation, and microbial transformation, while treatment performance is controlled by hydraulic loading rate, water depth, flow regime, and hydraulic retention time. Compared with subsurface flow constructed wetlands, SFCWs have lower construction and operation costs, but they also have limitations such as lower pollutant loading per unit area, larger land requirements, insufficient treatment stability under low-temperature conditions, the formation of short-circuiting and dead zones, decomposition of plant residues, and sediment accumulation. Current engineering applications still face problems such as inconsistent statistical scopes, greater emphasis on construction than on operation and maintenance, insufficient evaluation of hydraulic efficiency, breeding of mosquitoes and flies in some areas, and inadequate attention to unpleasant odors and long-term operational performance. Therefore, it is recommended to further standardize the conceptual framework, distinguish broadly defined human-made wetlands from constructed wetlands, unify statistical scopes for engineering applications, strengthen hydraulic regulation and operation and maintenance, and improve the engineering evaluation system for SFCWs from a life-cycle perspective.

     

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