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重力下水道的渗流:一项中试规模研究。

Exfiltration from gravity sewers: a pilot scale study.

作者信息

Vollertsen J, Hvitved-Jacobsen T

机构信息

Department of Environmental Engineering, Institute of Life Sciences, Aalborg University, Sohngaardsholmsvej 57, DK-9000 Aalborg, Denmark.

出版信息

Water Sci Technol. 2003;47(4):69-76.

Abstract

Pilot-scale experiments were conducted on exfiltration of wastewater from gravity sewers. The effect of storm events, flushing of pipes and alternating infiltration/exfiltration were simulated. Exfiltration through different types of sewer leaks and into different soils were studied. It was found that the exfiltration rate became constant after some days of exfiltration. It stayed constant for the duration of the experiments, which typically spanned over some weeks. The exfiltration was governed by the development of a clogging zone at the sewer leak and could be characterized by a leakage factor. The leakage factor may then be used to estimate the risk of groundwater pollution from a sewer network.

摘要

进行了中试规模的重力污水管道污水外渗实验。模拟了暴雨事件、管道冲洗以及交替渗透/外渗的影响。研究了不同类型的下水道泄漏以及污水渗入不同土壤的情况。结果发现,外渗速率在经过几天的外渗后趋于稳定。在整个实验期间(通常持续数周),该速率保持恒定。外渗受下水道泄漏处堵塞区域的发展情况控制,可用泄漏系数来表征。然后,泄漏系数可用于估算污水管网对地下水污染的风险。

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