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首页> 外文期刊>The Science of the Total Environment >Influence of clogging and resting processes on flow patterns in vertical flow constructed wetlands
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Influence of clogging and resting processes on flow patterns in vertical flow constructed wetlands

机译:堵塞和静置过程对垂直流人工湿地流型的影响

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AbstractVertical flow constructed wetlands are widely used for removing pollutants from wastewater. Substrate clogging is an operational challenge of constructed wetlands, which can result in impeded water flow and finally a significant decline in the ability of the system to treat the wastewater. The entire clogging process in a vertical flow constructed wetland (VFCW) was quantitatively analyzed by measurements of hydraulic conductivity. Tracer tests and model simulations were carried out to investigate internal flow patterns during the clogging and resting processes. This analysis revealed that hydraulic conductivity gradually decreased with operation time. Further, the distribution time of the flow field was different under different degrees of clogging. Non-uniformity in water flow was primarily observed in the first 400min after adding the tracer (NaCl) in the early clogging stage, as opposed to the last 400min in the late clogging stage. Variation in water flow divergence was closely correlated with piston flow; the reaction efficiency was highest in the early stages of clogging. In the later stages, stronger flow mixing was observed. Resting operations can reduce the dispersion of internal flow and improve reaction efficiency. After resting for approximately 15days, tracer concentration fluctuations decreased and internal flow back-mixing was alleviated. A simulation further described the internal flow pattern and elaborated and validated the tracer experiment. The outcomes of this study will assist in understanding how internal flow behavior varies in response to the clogging process and reveal details of the internal clogging mechanism in VFCWs.Graphical abstractDisplay OmittedHighlightsQuantitative description of flow patterns during clogging and resting processes.A resting operation alleviated dead zones and improved hydraulic efficiency.Models elaborated and validated tracer experiments.
机译: 摘要 垂直流人工湿地被广泛用于去除废水中的污染物。基材堵塞是人工湿地的运行挑战,这可能导致水流受阻,并最终导致系统处理废水的能力大大下降。通过测量水力传导率来定量分析垂直流人工湿地(VFCW)中的整个堵塞过程。进行了示踪剂测试和模型模拟,以研究堵塞和静置过程中的内部流动模式。该分析表明,水力传导率随操作时间而逐渐降低。此外,在不同程度的堵塞下,流场的分布时间也不同。主要在堵塞早期阶段添加示踪剂(NaCl)后的前400分钟内观察到水流的不均匀性,与堵塞后期的最后400分钟相反。水流散度的变化与活塞流量密切相关。在堵塞的早期,反应效率最高。在后期阶段,观察到更强的流动混合。静置操作可以减少内部流的分散并提高反应效率。静置约15天后,示踪剂浓度波动减少,内部流动反混得到缓解。仿真进一步描述了内部流动模式,并详细说明并验证了示踪剂实验。这项研究的结果将有助于了解内部流动行为如何响应堵塞过程而变化,并揭示VFCW中内部堵塞机制的细节。 图形摘要 省略显示 突出显示 Quantita < ce:para id =“ p0010” view =“ all”>静止操作减轻了死区并提高了液压效率。 模型详细说明并验证了示踪剂实验。 < / ce:list>

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