TY - JOUR
T1 - Defect-Based Condition Assessment Model for Sewer Pipelines Using Fuzzy Hierarchical Evidential Reasoning
AU - Daher, Sami
AU - Zayed, Tarek
AU - Hawari, Alaa
N1 - Funding Information:
This publication was made possible by National Priorities Research Program (NPRP) Grant No. NPRP6-357-2-150 from the Qatar National Research Fund (a member of the Qatar Foundation). The statements made here in this study are solely the responsibility of the authors. Also, the authors would like to thank the public works authority of Qatar (ASHGAL) for their support in the data collection.
Publisher Copyright:
© 2020 American Society of Civil Engineers.
PY - 2021/2/1
Y1 - 2021/2/1
N2 - Assessing the condition of sewer pipelines is essential for addressing associated problems as a result of deterioration to maintain functionality and avoid additional social costs. This paper presents the development of a defect-based condition assessment model for sewer pipelines. The model aims to cover the structural, operational, and rehabilitation defects that are associated with the pipeline, joints, and maintenance holes on pipe segments. The analytic network process (ANP), which considers the interdependencies between pipeline components and defect types, was used to deduce the relative importance weights through questionnaires and interviews with infrastructure experts and professionals. The model employs the defects' severities to develop fuzzy membership functions based on a predefined linguistic condition grading scale that would precisely indicate the degree of distress. Hierarchical evidential reasoning (HER) and the Dempster-Shafer (D-S) theory were used to integrate the defects' conditions and to evaluate the overall condition of sewer pipelines, which is represented as a crisp value calculated by the weighted average defuzzification method. A validation dataset was used in the model validation and protocol verification. This model is expected to minimize the inaccuracy of sewer condition assessment through the application of severity, uncertainty mitigation, and robust aggregation. It could also benefit asset managers by providing a precise condition overview for maintenance, rehabilitation, and budget allocation purposes.
AB - Assessing the condition of sewer pipelines is essential for addressing associated problems as a result of deterioration to maintain functionality and avoid additional social costs. This paper presents the development of a defect-based condition assessment model for sewer pipelines. The model aims to cover the structural, operational, and rehabilitation defects that are associated with the pipeline, joints, and maintenance holes on pipe segments. The analytic network process (ANP), which considers the interdependencies between pipeline components and defect types, was used to deduce the relative importance weights through questionnaires and interviews with infrastructure experts and professionals. The model employs the defects' severities to develop fuzzy membership functions based on a predefined linguistic condition grading scale that would precisely indicate the degree of distress. Hierarchical evidential reasoning (HER) and the Dempster-Shafer (D-S) theory were used to integrate the defects' conditions and to evaluate the overall condition of sewer pipelines, which is represented as a crisp value calculated by the weighted average defuzzification method. A validation dataset was used in the model validation and protocol verification. This model is expected to minimize the inaccuracy of sewer condition assessment through the application of severity, uncertainty mitigation, and robust aggregation. It could also benefit asset managers by providing a precise condition overview for maintenance, rehabilitation, and budget allocation purposes.
KW - Condition assessment
KW - Dempster-Shafer (D-S)
KW - Hierarchical evidential reasoning (HER)
KW - Sewer pipelines defects
UR - http://www.scopus.com/inward/record.url?scp=85097338696&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)CF.1943-5509.0001554
DO - 10.1061/(ASCE)CF.1943-5509.0001554
M3 - Journal article
AN - SCOPUS:85097338696
SN - 0887-3828
VL - 35
JO - Journal of Performance of Constructed Facilities
JF - Journal of Performance of Constructed Facilities
IS - 1
M1 - 04020142-1
ER -