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    Recommendations for Determining Debris Loads for Tainter Gates

    Source: Practice Periodical on Structural Design and Construction:;2018:;Volume ( 023 ):;issue: 002
    Author:
    Abela Christopher M.
    DOI: 10.1061/(ASCE)SC.1943-5576.0000365
    Publisher: American Society of Civil Engineers
    Abstract: This article compares the current estimated debris line-load value of 6.78 kN/m (5 kips/ft) on Tainter gates within engineering manuals and technical letters to recent research findings on impact loads. The intent of this study was to investigate, modernize, and create a more defendable methodology for applying debris loads to Tainter gates. This study combined multiple references to create a range of loading values for use by designers in regions that see low, moderate, or severe concentrations of debris. Guidance and recommendations have also been provided for special debris-loading conditions sometimes encountered by design engineers. The findings of this study show that the current recommend debris load, although appropriate and conservative for certain types of debris, may lack flexibility.
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      Recommendations for Determining Debris Loads for Tainter Gates

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    contributor authorAbela Christopher M.
    date accessioned2019-02-26T07:36:38Z
    date available2019-02-26T07:36:38Z
    date issued2018
    identifier other%28ASCE%29SC.1943-5576.0000365.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248242
    description abstractThis article compares the current estimated debris line-load value of 6.78 kN/m (5 kips/ft) on Tainter gates within engineering manuals and technical letters to recent research findings on impact loads. The intent of this study was to investigate, modernize, and create a more defendable methodology for applying debris loads to Tainter gates. This study combined multiple references to create a range of loading values for use by designers in regions that see low, moderate, or severe concentrations of debris. Guidance and recommendations have also been provided for special debris-loading conditions sometimes encountered by design engineers. The findings of this study show that the current recommend debris load, although appropriate and conservative for certain types of debris, may lack flexibility.
    publisherAmerican Society of Civil Engineers
    titleRecommendations for Determining Debris Loads for Tainter Gates
    typeJournal Paper
    journal volume23
    journal issue2
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/(ASCE)SC.1943-5576.0000365
    page4018006
    treePractice Periodical on Structural Design and Construction:;2018:;Volume ( 023 ):;issue: 002
    contenttypeFulltext
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