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    Mean Flow Characteristics in a Rock-Ramp-Type Fish Pass

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Abul Basar M. Baki
    ,
    David Z. Zhu
    ,
    Nallamuthu Rajaratnam
    DOI: 10.1061/(ASCE)HY.1943-7900.0000816
    Publisher: American Society of Civil Engineers
    Abstract: Detailed mean flow characteristics generated by a staggered arrangement of boulders in a rock-ramp-type naturelike fish pass were investigated experimentally at three different channel slopes (5%, 3%, and 1.5%). The results showed that this type of fish pass can produce adequate water depth and favorable flow velocity suitable for fish passage. Three different characteristic velocity regions were identified, namely, downstream of boulders (wake region), intermediate region, and upstream of boulders. Some general correlations were developed for predicting the flow depth and velocity in a rock-ramp fish pass as a function of normalized discharge. Moreover, a flow-resistance analysis based on basic concepts for wake-interference flow regime in this fish pass has resulted in a general equation for the average velocity. This study improves the understanding of the complex flow characteristics in a rock-ramp fish pass.
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      Mean Flow Characteristics in a Rock-Ramp-Type Fish Pass

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64681
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    contributor authorAbul Basar M. Baki
    contributor authorDavid Z. Zhu
    contributor authorNallamuthu Rajaratnam
    date accessioned2017-05-08T21:52:01Z
    date available2017-05-08T21:52:01Z
    date copyrightFebruary 2014
    date issued2014
    identifier other%28asce%29hy%2E1943-7900%2E0000843.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64681
    description abstractDetailed mean flow characteristics generated by a staggered arrangement of boulders in a rock-ramp-type naturelike fish pass were investigated experimentally at three different channel slopes (5%, 3%, and 1.5%). The results showed that this type of fish pass can produce adequate water depth and favorable flow velocity suitable for fish passage. Three different characteristic velocity regions were identified, namely, downstream of boulders (wake region), intermediate region, and upstream of boulders. Some general correlations were developed for predicting the flow depth and velocity in a rock-ramp fish pass as a function of normalized discharge. Moreover, a flow-resistance analysis based on basic concepts for wake-interference flow regime in this fish pass has resulted in a general equation for the average velocity. This study improves the understanding of the complex flow characteristics in a rock-ramp fish pass.
    publisherAmerican Society of Civil Engineers
    titleMean Flow Characteristics in a Rock-Ramp-Type Fish Pass
    typeJournal Paper
    journal volume140
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000816
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 002
    contenttypeFulltext
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