人工湿地对平原河网水动力与水质的影响效应

Effects of constructed wetlands on hydrodynamic conditions and water quality in urban plain river networks

  • 摘要: 平原河网往往地势低平、流动缓慢无序,外源汇入下易形成水质恶化。人工湿地常被用于水环境原位治理,但其对整体河网水动力和水质的影响有待明确。本研究以江苏宿迁典型复杂平原河网为例,结合8次降雨前后原型观测,构建并验证耦合产汇流-管网-河网的一维水动力-水质模型,探讨人工湿地布设对水动力和水质格局的影响效应。研究表明:人工湿地布设显著改变改变河网的水动力与水质格局,湿地段阻力增加使分流格局调整,整体流量下降0.004 m3/s,分流比由37.8%降至29.7%;湿地段及下游河段水质改善明显,河网平均NH3-N质量浓度降低0.041 mg/L,劣V类水体比例减少6.5%;人工湿地的影响主要体现在河段糙率增大、扩散系数减小、衰减系数增大,参数敏感性排序为衰减系数 > 扩散系数 >> 糙率。研究根据河段断面特征提出人工湿地布设建议,可为城市河网精细化调控及人工湿地合理布置提供理论依据与实践参考。

     

    Abstract: Plain river networks are typically characterized by low terrain, and slow and irregular flows, and are prone to water quality deterioration due to external inputs. Constructed wetlands are often applied for in- situ water environment management, but their overall impacts on river network hydrodynamics and water quality remain unclear. In this study, using the typical complex plain river network of Suqian, Jiangsu Province as a case study, eight rainfall-related field observations were conducted, and a one-dimensional hydrodynamic–water quality model coupling runoff generation, drainage network, and river network was developed and validated. The effects of constructed wetland layout on river network hydrodynamics and water quality patterns were investigated. The results show that the constructed wetlands significantly altered the hydrodynamic and water quality patterns of the river network. The increased resistance in wetland reaches adjusted the flow distribution, with the total discharge decreasing by 0.004 m3/s and the diversion ratio decreasing from 37.8% to 29.7%. The water quality in the wetland reaches and downstream areas improved notably, with the average NH3-N concentration in the river network decreasing by 0.041 mg/L and the proportion of Class V water bodies decreasing by 6.5%. The impacts of constructed wetlands were reflected mainly in the increased Manning’s roughness, decreased dispersion coefficient, and enhanced decay coefficient, with the parameter sensitivity ranking as follows: decay coefficient > dispersion coefficient >> roughness. Based on the cross-sectional characteristics of river reaches, recommendations for wetland layout were proposed, providing a theoretical basis and practical reference for the refined regulation of urban river networks and rational wetland deployment.

     

/

返回文章
返回