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Evaluating rain gardens as a method to reduce the impact of sewer overflows in sources of drinking water

机译:评价雨水花园,以减少下水道溢出对饮用水源的影响

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摘要

The implications of climate change and changing precipitation patterns need to be investigated to evaluate mitigation measures for source water protection. Potential solutions need first to be evaluated under present climate conditions to determine their utility as climate change adaptation strategies. An urban drainage network receiving both stormwater and wastewater was studied to evaluate potential solutions to reduce the impact of combined sewer overflows (CSOs) in a drinking water source. A detailed hydraulic model was applied to the drainage basin to model the implementation of best management practices at a drainage basin scale. The model was calibrated and validated with field data of CSO flows for seven events from a survey conducted in 2009 and 2010. Rain gardens were evaluated for their reduction of volumes of water entering the drainage network and of CSOs. Scenarios with different levels of implementation were considered and evaluated. Of the total impervious area within the basin directly connected to the sewer system, a maximum of 21% could be alternately directed towards rain gardens. The runoff reductions for the entire catchment ranged from 12.7% to 19.4% depending on the event considered. The maximum discharged volume reduction ranged from 13% to 62% and the maximum peak flow rate reduction ranged from 7% to 56%. Of concern is that in-sewer sediment resuspension is an important process to consider with regard to the efficacy of best management practices aimed at reducing extreme loads and concentrations. Rain gardens were less effective for large events, which are of greater importance for drinking water sources. These practices could increase peak instantaneous loads as a result of greater in-sewer resuspension during large events. Multiple interventions would be required to achieve the objectives of reducing the number, total volumes and peak contaminant loads of overflows upstream of drinking water intakes.
机译:需要研究气候变化和降水模式变化的影响,以评估水源保护的缓解措施。首先需要在当前的气候条件下评估潜在解决方案,以确定其作为适应气候变化策略的效用。研究了同时接收雨水和废水的城市排水网络,以评估可能的解决方案,以减少饮用水源中下水道溢流(CSO)的影响。将详细的水力模型应用于流域,以模拟在流域范围内最佳管理实践的实施。该模型已通过2009年和2010年进行的一项调查的7个事件的CSO流量现场数据进行了校准和验证。评估了雨花园减少了进入排水网络和CSO的水量的情况。考虑并评估了具有不同实施级别的方案。在直接连接到下水道系统的流域总防渗面积中,最多有21%可以交替流向雨水花园。根据所考虑的事件,整个集水区的径流减少量为12.7%至19.4%。最大排放量减少范围为13%至62%,最大峰值流量减少范围为7%至56%。值得关注的是,考虑到旨在减少极端负荷和浓度的最佳管理措施的有效性,下水道内沉积物的重悬是一个重要的过程。雨水花园在大型活动中效果不佳,而大型活动对于饮用水源而言则更为重要。这些做法可能会由于大型事件中更大的下水道重悬而增加峰值瞬时负荷。将需要采取多种干预措施,以实现减少饮用水取水口上游溢流的数量,总体积和最大污染物负荷的目标。

著录项

  • 来源
    《Science of the total environment》 |2014年第15期|238-247|共10页
  • 作者单位

    Canada Research Source Water Protection, Ecole Polytechnique Montreal, P.O. Box. 6079, Succ. Centre-ville, Montreal, Quebec H3C 3A7, Canada,Civil, Geological and Mining Engineering, Ecole Polytechnique Montreal, C.P.6079, Station Centre-ville, Montreal, Quebec H3C 3A7, Canada;

    INRS Centre Eau Terre Environnement, 490, rue de la Couronne Quebec, Quebec G1K 9A9, Canada;

    INRS Centre Eau Terre Environnement, 490, rue de la Couronne Quebec, Quebec G1K 9A9, Canada;

    Canada Research Source Water Protection, Ecole Polytechnique Montreal, P.O. Box. 6079, Succ. Centre-ville, Montreal, Quebec H3C 3A7, Canada,Civil, Geological and Mining Engineering, Ecole Polytechnique Montreal, C.P.6079, Station Centre-ville, Montreal, Quebec H3C 3A7, Canada,NSERC Industrial Drinking Water, Ecole Polytechnique Montreal, P.O. Box. 6079, Station Centre-ville, Montreal, Quebec H3C 3A7, Canada;

    City of Laval, Engineering Services, P.O. Box 422 Station Saint-Martin, Laval, Quebec H7V 3Z4, Canada;

    Civil, Geological and Mining Engineering, Ecole Polytechnique Montreal, C.P.6079, Station Centre-ville, Montreal, Quebec H3C 3A7, Canada,NSERC Industrial Drinking Water, Ecole Polytechnique Montreal, P.O. Box. 6079, Station Centre-ville, Montreal, Quebec H3C 3A7, Canada;

    Canada Research Source Water Protection, Ecole Polytechnique Montreal, P.O. Box. 6079, Succ. Centre-ville, Montreal, Quebec H3C 3A7, Canada,Civil, Geological and Mining Engineering, Ecole Polytechnique Montreal, C.P.6079, Station Centre-ville, Montreal, Quebec H3C 3A7, Canada;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Combined sewer overflows; Best management practices; Rain gardens; Stormwater; Source water protection;

    机译:下水道合并溢流;最佳管理实践;雨水花园;雨水;水源保护;

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