Evaluation of data-driven models for predicting the service life of concrete sewer pipes subjected to corrosion.

Journal: Journal of environmental management
Published Date:

Abstract

Concrete corrosion is one of the most significant failure mechanisms of sewer pipes, and can reduce the sewer service life significantly. To facilitate the management and maintenance of sewers, it is essential to obtain reliable prediction of the expected service life of sewers, especially if that is based on limited environmental conditions. Recently, a long-term study was performed to identify the controlling factors of concrete sewer corrosion using well-controlled laboratory-scale corrosion chambers to vary levels of HS concentration, relative humidity, temperature and in-sewer location. Using the results of the long-term study, three different data-driven models, i.e. multiple linear regression (MLR), artificial neural network (ANN), and adaptive neuro fuzzy inference system (ANFIS), as well as the interaction between environmental parameters, were assessed for predicting the corrosion initiation time (t) and corrosion rate (r). This was performed using the sewer environmental factors as the input under 12 different scenarios after allowing for an initiation corrosion period. ANN and ANFIS models showed better performance than MLR models, with or without considering the interactions between environmental factors. With the limited input data available, it was observed that t prediction by these models is quite sensitive, however, they are more robust for predicting r as long as the HS concentration is available. Using the HS concentration as a single input, all three data driven models can reasonably predict the sewer service life.

Authors

  • Xuan Li
    College of Food and Bioengineering, Henan University of Science and Technology, Luoyang, China.
  • Faezehossadat Khademi
    Civil, Architectural and Environmental Engineering Department, Illinois Institute of Technology, USA. Electronic address: faezehossadat_khademi@yahoo.com.
  • Yiqi Liu
    School of Automation Science and Engineering, South China University of Technology, Guangzhou 510640, China. Electronic address: aulyq@scut.edu.cn.
  • Mahmoud Akbari
    Civil Engineering Department, University of Kashan, Kashan, Iran. Electronic address: makbari@kashanu.ac.ir.
  • Chengduan Wang
    Department of Chemistry and Chemical Engineering, Sichuan University of Arts and Science, Sichuan, China. Electronic address: wcd@suse.edu.cn.
  • Philip L Bond
    Advanced Water Management Centre, The University of Queensland, St. Lucia, Queensland 4072, Australia. Electronic address: phil.bond@awmc.uq.edu.au.
  • Jurg Keller
    Advanced Water Management Centre, The University of Queensland, St. Lucia, Queensland 4072, Australia. Electronic address: j.keller@awmc.uq.edu.au.
  • Guangming Jiang
    Advanced Water Management Centre, The University of Queensland, St. Lucia, Queensland 4072, Australia. Electronic address: g.jiang@awmc.uq.edu.au.