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未处理城市径流中颗粒大小分布的变化及其对处理选择的影响。

Particle size distribution variance in untreated urban runoff and its implication on treatment selection.

机构信息

Department of Civil and Natural Resources Engineering, University of Canterbury, Private Bag 4800, Christchurch, 8140, New Zealand.

Department of Civil and Natural Resources Engineering, University of Canterbury, Private Bag 4800, Christchurch, 8140, New Zealand; Pattle Delamore Partners, PO Box 389, Christchurch, 8140, New Zealand.

出版信息

Water Res. 2015 Nov 15;85:337-45. doi: 10.1016/j.watres.2015.08.029. Epub 2015 Aug 28.

Abstract

Understanding the particle size distribution (PSD) of sediment in urban runoff assists in the selection of appropriate treatment systems for sediment removal as systems vary in their ability to remove sediment across different particle size fractions. Variation in PSD in runoff from individual urban surfaces both during and across multiple rain events is not well understood and it may lead to performance uncertainty in treatment systems. Runoff PSDs in international literature were compiled to provide a comparative summary of PSDs from different urban surfaces. To further assess both intra-event and inter-event PSD variation, untreated runoff was collected from road, concrete roof, copper roof, and galvanized roof surfaces within an urban catchment exposed to the same rainfall conditions and analysed for PSD and total suspended solids (TSS). Road runoff had the highest TSS concentrations, while copper roofs had high initial TSS that reduced to very low levels under steady state conditions. Despite variation in TSS concentrations, the median particle diameter of the TSS was comparable across the surfaces. Intra-event variation was generally not significant, but substantial inter-event variation was observed, particularly for coarser road and concrete roof surfaces. PSD variation for each surface contributed to a wide range in predicted treatment performance and suggests that short-retention treatment devices carry a high performance risk of not being able to achieve adequate TSS removal across all rain events.

摘要

了解城市径流中沉积物的颗粒大小分布(PSD)有助于选择适当的沉积物去除处理系统,因为不同系统去除不同粒径分数的沉积物的能力不同。单个城市表面在多次降雨过程中以及在整个降雨过程中的 PSD 变化尚不清楚,这可能导致处理系统的性能不确定性。本文编译了国际文献中的径流 PSD,以提供来自不同城市表面的 PSD 的比较总结。为了进一步评估事件内和事件间 PSD 的变化,从暴露于相同降雨条件的城市流域中的道路、混凝土屋顶、铜屋顶和镀锌屋顶表面收集未经处理的径流,并对其 PSD 和总悬浮固体(TSS)进行分析。道路径流的 TSS 浓度最高,而铜屋顶的初始 TSS 很高,但在稳定状态下降至非常低的水平。尽管 TSS 浓度存在差异,但各表面的 TSS 中值粒径相当。事件内变化通常不显著,但观察到显著的事件间变化,特别是对于较粗的道路和混凝土屋顶表面。每个表面的 PSD 变化导致预测处理性能的范围很广,这表明短保留处理装置具有无法在所有降雨事件中实现足够 TSS 去除的高性能风险。

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