Data-Driven Sewer Pipe Data Random Generation and Validation

被引:2
作者
Yin, Xianfei [1 ]
Bouferguene, Ahmed [2 ]
Al-Hussein, Mohamed [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 1H9, Canada
[2] Univ Alberta, Campus St Jean, Edmonton, AB T6G 1H9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
Sewer pipe; Defects; Markov chain; Input model; Data generation; MARKOV-CHAIN MODEL; DETERIORATION; SIMULATION;
D O I
10.1061/(ASCE)CO.1943-7862.0001937
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Sewer pipe systems are of great importance to modern cities in various ways, making preventive maintenance a necessary activity to ensure an acceptable level of service at all times. In this respect, closed-circuit television (CCTV) inspection data for sewer pipe systems serve as the basis for preventive maintenance in the context of sewer pipe condition ratings, maintenance schedule planning, and other similar ideas. Defects (i.e., those classified as either cracks, fractures, roots, deposits, broken, or holes) and construction features (i.e., taps) are the targets of the CCTV inspection process, which is used to mark and record the defects and features in the inspection database for the purpose of developing maintenance strategies. In considering sewer pipe maintenance operations in practical terms, the following CCTV inspection data for sewer pipes are of particular interest to this research: length of the pipes, defect interval, and defect sequence for different types of defects (and taps). However, the data collection process using CCTV inspections is typically expensive and time-consuming from the perspective of the municipal department. In this context, an input modeling technique that aims to exploit the potential value of historical data is proposed by combining the Markov chain model with distribution fitting techniques and other relevant methods. The generated dataset goes through a rigorous validation process that includes statistical analysis and comparison, cluster analysis and comparison, and distance-based similarity comparison. The whole process proves that the randomly generated dataset is reasonable since it expresses similar characteristics to the original dataset in many aspects. Overall, the research proposes an input modeling process that could generate human-made sewer pipe inspection data that inherent the major characteristic of the real-life data. The generated data could benefit the real-life practice in various ways, especially in the context of data deficiency. (C) 2020 American Society of Civil Engineers.
引用
收藏
页数:14
相关论文
共 40 条
[31]   Prediction models for serviceability deterioration of stormwater pipes [J].
Tran, D. H. ;
Ng, A. W. M. ;
Mcmanus, K. J. ;
Burn, S. .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2008, 4 (04) :287-295
[32]  
Trybula W. J., 1994, P IEEE INT C SYST MA, DOI [10.1109/ICSMC.1994.399838, DOI 10.1109/ICSMC.1994.399838]
[33]  
Wirahadikusumah R., 2001, J INFRASTRUC SYST, V7, P77, DOI [DOI 10.1061/(ASCE)1076-0342(2001)7:2(77), 10.1061/(ASCE)1076-0342(2001)7:2(77, DOI 10.1061/(ASCE)1076-0342(2001)7:2(77]
[34]   Bayesian Inference with Markov Chain Monte Carlo-Based Numerical Approach for Input Model Updating [J].
Wu, Lingzi ;
Ji, Wenying ;
AbouRizk, Simaan M. .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2020, 34 (01)
[35]   Use of recurrent Markov chains for modeling the crack performance of flexible pavements [J].
Yang, JD ;
Gunaratne, M ;
Lu, JJ ;
Dietrich, B .
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE, 2005, 131 (11) :861-872
[36]  
Yin X., 2019, PROC 36 INT S AUTOMA, P107, DOI [10.22260/isarc2019/0015, DOI 10.22260/ISARC2019/0015]
[37]   Data-driven bi-level sewer pipe deterioration model: Design and analysis [J].
Yin, Xianfei ;
Chen, Yuan ;
Bouferguene, Ahmed ;
Al-Hussein, Mohamed .
AUTOMATION IN CONSTRUCTION, 2020, 116
[38]   A deep learning-based framework for an automated defect detection system for sewer pipes [J].
Yin, Xianfei ;
Chen, Yuan ;
Bouferguene, Ahmed ;
Zaman, Hamid ;
Al-Hussein, Mohamed ;
Kurach, Luke .
AUTOMATION IN CONSTRUCTION, 2020, 109
[39]   Improving the productivity of drainage operations activities through schedule optimisation [J].
Zaman, Hamid ;
Bouferguene, Ahmed ;
Al-Hussein, Mohamed ;
Lorentz, Carl .
URBAN WATER JOURNAL, 2017, 14 (03) :298-306
[40]   Accounting for input-model and input-parameter uncertainties in simulation [J].
Zouaoui, F ;
Wilson, JR .
IIE TRANSACTIONS, 2004, 36 (11) :1135-1151