Quantifying rainfall-derived inflow and infiltration in sanitary sewer systems based on conductivity monitoring

被引:43
|
作者
Zhang, Mingkai [1 ]
Liu, Yanchen [1 ]
Cheng, Xun [1 ]
Zhu, David Z. [2 ]
Shi, Nanchang [1 ]
Yuan, Zhiguo [1 ,3 ]
机构
[1] Tsinghua Univ, Sch Environm, State Key Joint Lab Environm Simulat & Pollut Con, Beijing 100084, Peoples R China
[2] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2W2, Canada
[3] Univ Queensland, AWMC, St Lucia, Qld 4072, Australia
基金
中国国家自然科学基金; 澳大利亚研究理事会;
关键词
Conductivity; Inflow; Infiltration; Sanitary sewer overflow; Sewer system; TIME-SERIES; WATER; QUANTIFICATION; REGRESSION; QUALITY; FLOW;
D O I
10.1016/j.jhydrol.2018.01.002
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Quantifying rainfall-derived inflow and infiltration (RDII) in a sanitary sewer is difficult when RDII and overflow occur simultaneously. This study proposes a novel conductivity-based method for estimating RDII. The method separately decomposes rainfall-derived inflow (RDI) and rainfall-induced infiltration (RII) on the basis of conductivity data. Fast Fourier transform was adopted to analyze variations in the flow and water quality during dry weather. Nonlinear curve fitting based on the least squares algorithm was used to optimize parameters in the proposed RDII model. The method was successfully applied to real-life case studies, in which inflow and infiltration were successfully estimated for three typical rainfall events with total rainfall volumes of 6.25 mm (light), 28.15 mm (medium), and 178 mm (heavy). Uncertainties of model parameters were estimated using the generalized likelihood uncertainty estimation (GLUE) method and were found to be acceptable. Compared with traditional flow-based methods, the proposed approach exhibits distinct advantages in estimating RDII and overflow, particularly when the two processes happen simultaneously. (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:174 / 183
页数:10
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