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    Long-Term Maintenance of Culvert Networks

    Source: Journal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 004
    Author:
    Jay N. Meegoda
    ,
    Zhenting Zou
    DOI: 10.1061/(ASCE)PS.1949-1204.0000194
    Publisher: American Society of Civil Engineers
    Abstract: Infrastructure systems in the United States are in need of urgent maintenance and rehabilitations. Preservation of culvert networks, a major component of U.S. infrastructure systems, at an acceptable level of serviceability subject to the stringent yearly maintenance and rehabilitation (M&R) budgets is a major challenge for culvert network owners and managers. Decision makers are required to develop an optimum financial plan to minimize the total cost of maintenance and rehabilitation for different expected improvements of the culvert network performance during a given planning horizon. This manuscript presents a discussion on budget planning for maintenance and rehabilitation scheduling and optimization of a culvert network. Any maintenance and rehabilitation expenditure should be justified such that net increase in the asset value should be more than the cost of rehabilitation, where the net worth of an asset should be based on performance rather than on book value. Government standards require owners to maintain or improve the overall condition state of their infrastructure systems with substantial annual investment. In this paper, three methods were proposed to compute the long-term annual investments for culvert networks. They are modified worst first method, network optimization approach, and estimation by the maximum deterioration rate. The performance of a 15-culvert system was simulated using the above methods. Based on the simulation results, the modified worst first method is computationally intensive but provides the optimum budget. The method using maximum deterioration rate provides the lower bound value and should be used as the absolute lowest value that should be allocated. The optimization method uses computer programming and provides an upper bound value for small networks. It is anticipated that for large culvert networks the network optimization approach can be used to provide reasonable long-term annual budgets. Out of the three methods, the modified worst first method provided a minimum long-term annual budget of $9,000 consistent with the government requirements.
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      Long-Term Maintenance of Culvert Networks

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    contributor authorJay N. Meegoda
    contributor authorZhenting Zou
    date accessioned2017-05-08T22:29:04Z
    date available2017-05-08T22:29:04Z
    date copyrightNovember 2015
    date issued2015
    identifier other46408401.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81358
    description abstractInfrastructure systems in the United States are in need of urgent maintenance and rehabilitations. Preservation of culvert networks, a major component of U.S. infrastructure systems, at an acceptable level of serviceability subject to the stringent yearly maintenance and rehabilitation (M&R) budgets is a major challenge for culvert network owners and managers. Decision makers are required to develop an optimum financial plan to minimize the total cost of maintenance and rehabilitation for different expected improvements of the culvert network performance during a given planning horizon. This manuscript presents a discussion on budget planning for maintenance and rehabilitation scheduling and optimization of a culvert network. Any maintenance and rehabilitation expenditure should be justified such that net increase in the asset value should be more than the cost of rehabilitation, where the net worth of an asset should be based on performance rather than on book value. Government standards require owners to maintain or improve the overall condition state of their infrastructure systems with substantial annual investment. In this paper, three methods were proposed to compute the long-term annual investments for culvert networks. They are modified worst first method, network optimization approach, and estimation by the maximum deterioration rate. The performance of a 15-culvert system was simulated using the above methods. Based on the simulation results, the modified worst first method is computationally intensive but provides the optimum budget. The method using maximum deterioration rate provides the lower bound value and should be used as the absolute lowest value that should be allocated. The optimization method uses computer programming and provides an upper bound value for small networks. It is anticipated that for large culvert networks the network optimization approach can be used to provide reasonable long-term annual budgets. Out of the three methods, the modified worst first method provided a minimum long-term annual budget of $9,000 consistent with the government requirements.
    publisherAmerican Society of Civil Engineers
    titleLong-Term Maintenance of Culvert Networks
    typeJournal Paper
    journal volume6
    journal issue4
    journal titleJournal of Pipeline Systems Engineering and Practice
    identifier doi10.1061/(ASCE)PS.1949-1204.0000194
    treeJournal of Pipeline Systems Engineering and Practice:;2015:;Volume ( 006 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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