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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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