A Deterioration Model for Sewer Pipes Using CCTV and Artificial Intelligence

Author:

Salihu Comfort1,Mohandes Saeed Reza2,Kineber Ahmed Farouk3ORCID,Hosseini M. Reza4ORCID,Elghaish Faris5,Zayed Tarek1ORCID

Affiliation:

1. Department of Building and Real Estate (BRE), Faculty of Construction and Environment (FCE), The Hong Kong Polytechnic University, Hung Hom, Kowloon, Hong Kong, China

2. Department of Mechanical, Aerospace and Civil Engineering, School of Engineering, The University of Manchester, Manchester M13 9PL, UK

3. Department of Civil Engineering, College of Engineering in Al-Kharj, Prince Sattam Bin Abdulaziz University, Al-Kharj 11942, Saudi Arabia

4. School of Architecture and Built Environment, Deakin University, Geelong 3220, Australia

5. School of Natural and Built Environment, Queen’s University Belfast, Belfast BT7 1NN, UK

Abstract

Sewer pipeline failures pose significant threats to the environment and public health. To tackle these repercussions, many deterioration models have been developed to predict the conditions of sewer pipes, most of which are based on CCTV inspection reports. However, these reports are prone to errors due to their subjective nature and human involvement. More importantly, there are insufficient data to develop prudent deterioration models. To address these shortcomings, this paper aims to develop a CCTV-based deterioration model for sewer pipes using Artificial Intelligence (AI). The AI-based model relies on the integration of an unsupervised, multilinear regression technique and Weibull analysis. Findings derived from the Weibull deterioration curve indicate that the useful service life for concrete and vitrified clay pipes are 79 years and 48 years, respectively. The regression models show that the R2 value for vitrified clay sewer pipes, concrete sewer pipes, and ductile iron sewer pipes are 71.18%, 71.47%, and 81.51%, respectively, and 73.69% for concrete stormwater pipes. To illustrate the impact of various factors on sewer pipes, sensitivity analyses under different scenarios are conducted. These analyses indicate that pipe diameter has a significant influence on sewer pipe deterioration, with little impact on stormwater pipes. These findings would guide decision makers in identifying critical pipes and taking necessary precautionary measures. Further, this provides a sound basis for prioritizing maintenance actions, which would pave the way for designing sustainable urban drainage systems for cities.

Funder

the Hong Kong Environment Conservation Fund

the Drainage Services Department (DSD) of the Government of Hong Kong

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference82 articles.

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5. Held, I., Wolf, L., Eiswirth, M., and Hötzl, H. (2006). Impacts of Sewer Leakage on Urban Groundwater: Review of a Case Study in Germany, Springer.

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