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    Probability of Drift Blockage at Bridge Decks

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 004
    Author:
    Lukas Schmocker
    ,
    Willi H. Hager
    DOI: 10.1061/(ASCE)HY.1943-7900.0000319
    Publisher: American Society of Civil Engineers
    Abstract: Drift seriously increases the destructive power of a flood event. Drift accumulations and blockages at river bridges are a widespread problem, possibly leading to their total destruction. Although drift is a major threat, limited knowledge is currently available on the likelihood of drift blocking. Drift either accumulates at a single pier, or it spans between two or more piers, or it gets blocked at the bridge deck. The main purpose of this experimental study is to analyze the drift-blocking probability at bridge decks depending on: (1) drift dimensions, (2) freeboard, (3) flow characteristics, and (4) bridge characteristics. Systematic model tests include the accumulation of both single logs and rootstocks. The test flow conditions represent a major flood event, where the freeboard tends to zero and the drift is able to touch the bridge deck. The results indicate significant effects of the freeboard, the approach flow Froude number, and the bridge characteristics on drift accumulation. They allow for an estimation of the blocking probability and therefore can be used as a risk assessment tool to identify endangered bridges prior to a flood event. The model tests demonstrate further the randomness of the blocking process, resulting occasionally in a wide scatter of data.
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      Probability of Drift Blockage at Bridge Decks

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    contributor authorLukas Schmocker
    contributor authorWilli H. Hager
    date accessioned2017-05-08T21:51:00Z
    date available2017-05-08T21:51:00Z
    date copyrightApril 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000345.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64159
    description abstractDrift seriously increases the destructive power of a flood event. Drift accumulations and blockages at river bridges are a widespread problem, possibly leading to their total destruction. Although drift is a major threat, limited knowledge is currently available on the likelihood of drift blocking. Drift either accumulates at a single pier, or it spans between two or more piers, or it gets blocked at the bridge deck. The main purpose of this experimental study is to analyze the drift-blocking probability at bridge decks depending on: (1) drift dimensions, (2) freeboard, (3) flow characteristics, and (4) bridge characteristics. Systematic model tests include the accumulation of both single logs and rootstocks. The test flow conditions represent a major flood event, where the freeboard tends to zero and the drift is able to touch the bridge deck. The results indicate significant effects of the freeboard, the approach flow Froude number, and the bridge characteristics on drift accumulation. They allow for an estimation of the blocking probability and therefore can be used as a risk assessment tool to identify endangered bridges prior to a flood event. The model tests demonstrate further the randomness of the blocking process, resulting occasionally in a wide scatter of data.
    publisherAmerican Society of Civil Engineers
    titleProbability of Drift Blockage at Bridge Decks
    typeJournal Paper
    journal volume137
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000319
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 004
    contenttypeFulltext
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