Affiliations 

  • 1 College of Civil Engineering and Architecture, Zhejiang University, China
  • 2 College of Civil Engineering and Architecture, Zhejiang University, A501 Anzhong Building, Zijingang Campus, 866 Yuhangtang Rd, Hangzhou 310058, China. Electronic address: feifeizheng@zju.edu.cn
  • 3 School of Civil Engineering and Mechanics, Yanshan University, Qinhuangdao 066004, China
  • 4 Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Kowloon 999077, Hong Kong
  • 5 Chief Executive Officer, KWR Water Research Institute, Netherlands; Distinguished Professor, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, Malaysia; Centre for Water Systems, University of Exeter, North Park Road, Exeter, EX4 4QF, United Kingdom
  • 6 Department of Water Management, Delft University of Technology, the Netherland; Centre for Water Systems, University of Exeter, North Park Road, Exeter, EX4 4QF, United Kingdom
Water Res, 2021 Oct 01;204:117594.
PMID: 34474249 DOI: 10.1016/j.watres.2021.117594

Abstract

Hydraulic modeling of a foul sewer system (FSS) enables a better understanding of the behavior of the system and its effective management. However, there is generally a lack of sufficient field measurement data for FSS model development due to the low number of in-situ sensors for data collection. To this end, this study proposes a new method to develop FSS models based on geotagged information and water consumption data from smart water meters that are readily available. Within the proposed method, each sewer manhole is firstly associated with a particular population whose size is estimated from geotagged data. Subsequently, a two-stage optimization framework is developed to identify daily time-series inflows for each manhole based on physical connections between manholes and population as well as sewer sensor observations. Finally, a new uncertainty analysis method is developed by mapping the probability distributions of water consumption captured by smart meters to the stochastic variations of wastewater discharges. Two real-world FSSs are used to demonstrate the effectiveness of the proposed method. Results show that the proposed method can significantly outperform the traditional FSS model development approach in accurately simulating the values and uncertainty ranges of FSS hydraulic variables (manhole water depths and sewer flows). The proposed method is promising due to the easy availability of geotagged information as well as water consumption data from smart water meters in near future.

* Title and MeSH Headings from MEDLINE®/PubMed®, a database of the U.S. National Library of Medicine.