Queen Mary University of London, School of Geography, Mile End Road, London E1 4NS, UK.
Water Res. 2011 Apr;45(8):2595-606. doi: 10.1016/j.watres.2011.02.012. Epub 2011 Feb 18.
Urban storm water run off can reduce the quality of receiving waters due to high sediment load and associated sediment-bound contaminants. Consequently, urban water management systems, such as detention ponds, that both modify water quantity through storage and improve water quality through sediment retention are frequently-used best management practices. To manage such systems effectively and to improve their efficiency, there is a need to understand the dynamics (transport and settling) of sediment, and in particular the fine sediment fraction (<63 μm) and its associated contaminants within urban storm water management systems. This can be difficult to achieve, as modelling the transport behaviour of fine-grained and cohesive sediment is problematic and field-based measurements can be costly, time-consuming and unrepresentative. The aim of this study was to test the application of a novel cohesive sediment tracer and to determine fine sediment transport dynamics within a storm water detention pond. The cohesive sediment tracer used was a holmium labelled montmorillonite clay which flocculated and had similar size and settling velocity to the natural pond sediment it was intended to mimic. The tracer demonstrated that fine sediment was deposited across the entire pond, with the presence of reed beds and water depth being important factors for maximising sediment retention. The results of the sediment tracer experiment were in good agreement with those of a mathematical sediment transport model. Here, the deposited sediment tracer was sampled by collecting and analysing surface pond sediments for holmium. However, analysis and sampling of the three dimensional suspended tracer 'cloud' may provide more accurate information regarding internal pond sediment dynamics.
城市雨水径流由于高泥沙负荷和相关的泥沙结合污染物,会降低受纳水体的质量。因此,城市水管理系统,如调蓄池,通过储存来调节水量,通过泥沙滞留来改善水质,是常用的最佳管理实践。为了有效地管理这些系统并提高其效率,有必要了解泥沙的动力学(传输和沉降),特别是城市雨水管理系统中细泥沙(<63μm)及其相关污染物。这可能很难实现,因为细颗粒和粘性泥沙的传输行为建模存在问题,并且现场测量可能成本高、耗时且代表性差。本研究的目的是测试一种新型粘性泥沙示踪剂的应用,并确定雨水调蓄池内细泥沙的输运动态。使用的粘性泥沙示踪剂是标记有钬的蒙脱石粘土,它絮凝后具有与天然池塘泥沙相似的大小和沉降速度,旨在模拟天然池塘泥沙。示踪剂表明,细泥沙沉积在整个池塘中,芦苇床的存在和水深是最大限度地保留泥沙的重要因素。泥沙示踪剂实验的结果与泥沙输运数学模型的结果非常吻合。在这里,通过收集和分析池塘表面沉积物中的钬来采样沉积的示踪剂。然而,对三维悬浮示踪剂“云”的分析和采样可能会提供有关内部池塘泥沙动态的更准确信息。