A Deterioration Model for Sewer Pipes Using CCTV and Artificial Intelligence

被引:6
|
作者
Salihu, Comfort [1 ]
Mohandes, Saeed Reza [2 ]
Kineber, Ahmed Farouk [3 ]
Hosseini, M. Reza [4 ]
Elghaish, Faris [5 ]
Zayed, Tarek [1 ]
机构
[1] Hong Kong Polytech Univ, Fac Construct & Environm FCE, Dept Bldg & Real Estate BRE, Kowloon, Hong Kong, Peoples R China
[2] Univ Manchester, Sch Engn, Dept Mech Aerosp & Civil Engn, Manchester M13 9PL, England
[3] Prince Sattam Bin Abdulaziz Univ, Coll Engn Al Kharj, Dept Civil Engn, Al Kharj 11942, Saudi Arabia
[4] Deakin Univ, Sch Architecture & Built Environm, Geelong 3220, Australia
[5] Queens Univ Belfast, Sch Nat & Built Environm, Belfast BT7 1NN, North Ireland
关键词
machine learning; deterioration models; maintenance; artificial intelligence; robot-based inspection techniques; STRUCTURAL DETERIORATION; NEURAL-NETWORKS; DRAINAGE PIPES; INFRASTRUCTURE; CLASSIFICATION; MANAGEMENT; SYSTEMS; STATE;
D O I
10.3390/buildings13040952
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 R-2 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.
引用
收藏
页数:20
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