YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Computing in Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Computing in Civil Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Multiattribute Utility Theory Deployment in Sewer Defects Assessment

    Source: Journal of Computing in Civil Engineering:;2018:;Volume ( 032 ):;issue: 002
    Author:
    Khalid Kaddoura
    ,
    Tarek Zayed
    ,
    Alaa H. Hawari
    DOI: 10.1061/(ASCE)CP.1943-5487.0000723
    Publisher: American Society of Civil Engineers
    Abstract: Assessing the condition of sewer pipelines is a backbone process to plan for rehabilitation and maintenance work. The closed circuit-television (CCTV) method is the widely adopted method to record the inner condition of the pipelines, which is then interpreted by a practitioner. This paper presents a condition assessment framework for sewer pipelines using multiattribute utility theory (MAUT). The condition assessment model utilizes MAUT to generate several utility functions for four sewer pipeline defects: deformation, settled deposits, infiltration, and surface damage. A proposed surface damage evaluation methodology is presented to assess the surface damage defect for three different materials: reinforced concrete, vitrified clay, and ductile iron. An aggregated condition index is computed based on the relative importance weights of the studied defects and tested with several rounding types. The rounding up type produced the optimum results, and the values were compared with the Concordia Sewer Protocol (CSP) suggested methodology yielding an average difference between the two approaches of 3.33%; and a mean absolute error (MAE) of 0.33. A sensitivity analysis was then carried out to check the impact of the change of the relative importance weights on the overall index. The proposed methodology aims to provide information for asset managers about the severity of some sewer defects existing in sewer pipelines. In addition, it reinforces their plans for rehabilitation and maintenance by suggesting the existing condition of the sewer pipelines.
    • Download: (905.6Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Multiattribute Utility Theory Deployment in Sewer Defects Assessment

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4245556
    Collections
    • Journal of Computing in Civil Engineering

    Show full item record

    contributor authorKhalid Kaddoura
    contributor authorTarek Zayed
    contributor authorAlaa H. Hawari
    date accessioned2017-12-30T13:05:51Z
    date available2017-12-30T13:05:51Z
    date issued2018
    identifier other%28ASCE%29CP.1943-5487.0000723.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245556
    description abstractAssessing the condition of sewer pipelines is a backbone process to plan for rehabilitation and maintenance work. The closed circuit-television (CCTV) method is the widely adopted method to record the inner condition of the pipelines, which is then interpreted by a practitioner. This paper presents a condition assessment framework for sewer pipelines using multiattribute utility theory (MAUT). The condition assessment model utilizes MAUT to generate several utility functions for four sewer pipeline defects: deformation, settled deposits, infiltration, and surface damage. A proposed surface damage evaluation methodology is presented to assess the surface damage defect for three different materials: reinforced concrete, vitrified clay, and ductile iron. An aggregated condition index is computed based on the relative importance weights of the studied defects and tested with several rounding types. The rounding up type produced the optimum results, and the values were compared with the Concordia Sewer Protocol (CSP) suggested methodology yielding an average difference between the two approaches of 3.33%; and a mean absolute error (MAE) of 0.33. A sensitivity analysis was then carried out to check the impact of the change of the relative importance weights on the overall index. The proposed methodology aims to provide information for asset managers about the severity of some sewer defects existing in sewer pipelines. In addition, it reinforces their plans for rehabilitation and maintenance by suggesting the existing condition of the sewer pipelines.
    publisherAmerican Society of Civil Engineers
    titleMultiattribute Utility Theory Deployment in Sewer Defects Assessment
    typeJournal Paper
    journal volume32
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)CP.1943-5487.0000723
    page04017074
    treeJournal of Computing in Civil Engineering:;2018:;Volume ( 032 ):;issue: 002
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian