Technical Papers
Dec 23, 2022

Automatic Damage Segmentation Framework for Buried Sewer Pipes Based on Machine Vision: Case Study of Sewer Pipes in Zhengzhou, China

Publication: Journal of Infrastructure Systems
Volume 29, Issue 1

Abstract

Aging buried sewer pipes are at risk of rupture, corrosion, scaling, and other damages, and they may cause urban waterlogging, road collapse, environmental pollution, and other urban safety problems. Therefore, it is very important to accurately detect and segment sewer pipe damages regularly for safety evaluation. This paper proposes an intelligent damage detection method to segment and measure five types of sewer pipe damages, namely, staggered joints, deposits, corrosion, scaling, and fracture, leveraging a fine-tuned fully convolutional network (FCN) algorithm. A case study on Zhengzhou’s sewer pipes is conducted. Then, a dataset of 3,558 images is built, and the images are collected from Zhengzhou’s sewer pipes. Subsequently, the encoder of the FCN is replaced with a pretrained VGG-19, and the upsampling part has spatial and channel squeeze and excitation (SCSE) modules added. The evaluation matrix of the pixel accuracy (PA), mean pixel accuracy (MPA), mean intersection over union (MIoU), and frequency weighted intersection over union (FWIoU) of the proposed method is 91.42%, 81.44%, 73.65%, and 87.16%, respectively. Subsequently, damage areas are measured at a pixel level to quantify the pipe damage. Compared with the existing mask region-based convolutional neural networks (RCNN) method, the proposed FCN-based method shows effective performance for multiple and similar sewer pipe damage detection under complex backgrounds. Moreover, a real-time damage detection platform for sewer pipes is proposed, realizing the data uploading, data storage, data analysis, and data visualization.

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Data Availability Statement

All data, models, or code that supports the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The research is supported by the National Natural Science Foundation of China (51978630), National Key R & D Program of China (2022YFC3801000), Program for Science & Technology Innovation Talents in Universities of Henan Province (23HASTIT006), Postdoctoral Research Foundation of China (2022TQ0306), Key Scientific Research Projects of Higher Education in Henan Province (21A560013), Open Fund of Changjiang Institute of Survey, Lanning, Design and Research (CX2020K10).

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 29Issue 1March 2023

History

Received: Jan 23, 2021
Accepted: Aug 15, 2022
Published online: Dec 23, 2022
Published in print: Mar 1, 2023
Discussion open until: May 23, 2023

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Niannian Wang, Ph.D. [email protected]
Assistant Professor, Yellow River Laboratory, Zhengzhou Univ., No.100 Science Ave., Zhengzhou, Henan 450001, China. Email: [email protected]
Hongyuan Fang, Ph.D. [email protected]
Professor, Yellow River Laboratory, Zhengzhou Univ., No.100 Science Ave., Zhengzhou, Henan 450001, China (corresponding author). Email: [email protected]
Binghan Xue, Ph.D. [email protected]
Assistant Professor, Yellow River Laboratory, Zhengzhou Univ., No.100 Science Ave., Zhengzhou, Henan 450001, China. Email: [email protected]
Rui Wu, Ph.D. [email protected]
Geotechnical Engineer, Harbin Institute of Technology, National Engineering Research Center of Urban Water Resources Co., Ltd., No.73 Huanghe Rd., Harbin, Heilongjiang 150000, China. Email: [email protected]
Rui Fang, Ph.D. [email protected]
Geotechnical Engineer, Harbin Institute of Technology, National Engineering Research Center of Urban Water Resources Co., Ltd., No.73 Huanghe Rd., Harbin, Heilongjiang 150000, China. Email: [email protected]
Qunfang Hu, Ph.D. [email protected]
Professor, Shanghai Institute of Disaster Prevention and Relief, Tongji Univ., No.1239 Siping Rd., Shanghai 200092, China. Email: [email protected]
Geotechnical Engineer, Pipeline Inspection and Repair Technology Center, Tianjin Municipal Engineering Design and Research Institute, No.30 Haitai South Rd., Tianjin 300392, China. Email: [email protected]

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