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首页> 外文期刊>Journal of Hydraulic Engineering >Some Factors Affecting Inflow and Infiltration from Residential Sources in a Core Urban Area: Case Study in a Columbus, Ohio, Neighborhood
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Some Factors Affecting Inflow and Infiltration from Residential Sources in a Core Urban Area: Case Study in a Columbus, Ohio, Neighborhood

机译:影响核心城市地区居民源流入和渗透的一些因素:俄亥俄州哥伦布附近的案例研究

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摘要

Stormwater infiltration and inflow are major contributors to sewer flow, and thus they can be significant triggers for combined and sanitary sewer overflows, both of which introduce contaminants to surface waters. There are few estimates of private residential rainfall-dependent inflow and infiltration (RDII), and this paper proposes that a rapid and cost-effective means to locate points of significant storm-water entry into the sewer system would be advantageous for combined and sanitary sewer management. The authors studied the collection system in the Barthman-Parsons area of Columbus, Ohio, performing detailed drainage and connectivity investigations on 116 private houses located in areas served by separated sanitary sewers. Sources of inflow and infiltration (I/I) were identified for private residential properties, which could include sump pumps, foundation drains, downspouts, cleanouts, yard drains, and defective service laterals. The authors then developed estimates of I/I contributions from residential properties in different neighborhood clusters, and these estimates were extrapolated to the entire Barthman-Parsons area. Field results found that 68% of tested properties contribute to I/I. Of the tested sample, 25% had at least one downspout that tested positive for I/I, and 59% had a lateral that tested positive. The results also showed that downspouts and laterals contributed approximately 98% of the total I/I volume generated by the tested properties in response to testing. These residential I/I sources were estimated to make up approximately 35% of total I/I for short, intense storms with dry antecedent conditions, and approximately 7% of total I/I under low-intensity, long-duration storms with wet antecedent conditions. An internally validated logistic model developed for the downspout data set was fairly accurate at predicting whether a property would test positive. It correctly classifies the downspouts of 17 of 27 houses as contributing I/I, and incorrectly predicts 14 as contributing. Had this model been available prior to testing, a majority of the houses' downspouts contributing to I/I could be eliminated without testing the entire population, offering significant savings in assessment and testing costs, and leading to an overall faster turnaround in system improvement.
机译:雨水的渗入和流入是造成下水道流量的主要因素,因此,它们可能是引发下水道和卫生污水混合溢流的重要诱因,这两者都会将污染物引入地表水中。对私人住宅降雨相关的流入和入渗(RDII)的估计很少,因此本文提出了一种快速且经济高效的方法来确定大量雨水进入下水道系统的位置对于组合式和下水道污水处理是有利的。管理。作者研究了俄亥俄州哥伦布市Barthman-Parsons地区的收集系统,对位于由分开的下水道服务的区域中的116栋私人房屋进行了详细的排水和连通性调查。确定了私人住宅物业的流入和渗透(I / I)来源,其中可能包括污水泵,地基排水管,落水管,清理,院子排水管和不良的服务支管。然后,作者开发了来自不同邻域集群中住宅物业的I / I贡献的估计,并将这些估计外推到整个Barthman-Parsons地区。现场结果发现,68%的测试性能有助于I / I。在测试样品中,有25%的至少一个落水管的I / I测试呈阳性,而59%的侧面的水管测试呈阳性。结果还显示,落水管和支管约占被测试属性响应测试所产生的I / I总量的98%。估计这些住宅I / I源在干旱前期条件下的短时强风暴中约占I / I总数的35%,在干旱前雨天中的低强度,长时间风暴中约占I / I总数的约7%。条件。为井喷数据集开发的经过内部验证的逻辑模型在预测某个物业是否会呈阳性方面相当准确。它正确地将27栋房屋中的17栋房屋的落水管口归类为I / I贡献,并错误地将14栋房屋的落水管作为贡献I / I。如果在测试之前就可以使用此模型,则可以消除对I / I造成影响的大多数房屋的水落管,而无需对整个人口进行测试,从而可以显着节省评估和测试成本,并可以总体上更快地改善系统。

著录项

  • 来源
    《Journal of Hydraulic Engineering》 |2014年第1期|105-114|共10页
  • 作者单位

    AECOM Technology Corporation, Cincinnati, OH 45242;

    U.S. Environmental Protection Agency, National Risk Management Research Laboratory, Cincinnati, OH 45268;

    U.S. Environmental Protection Agency, National Risk Management Research Laboratory, Cincinnati, OH 45268;

    Division of Sewerage and Drainage, Columbus, OH 43215;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Inflow; Infiltration; Regression models; Sanitary sewers;

    机译:流入;浸润;回归模型;下水道;

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