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    Local Scouring around Twin Bridge Piers in Open-Channel Flows

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author:
    Hao Wang
    ,
    Hongwu Tang
    ,
    Quanshuai Liu
    ,
    Yao Wang
    DOI: 10.1061/(ASCE)HY.1943-7900.0001154
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory experiments were carried out to investigate local scouring around twin cylindrical piers in open-channel flows. The experimental results of clear-water scouring around the twin piers show that the scour hole formed around the upstream pier at different pier spacing was almost the same as that around an isolated pier. However, the local scour depth around the downstream pier was less than that around the upstream pier. The local scour depth around the downstream pier with the velocity can be segregated into four regions: a no-scour region, synchronous-scouring region, transition region, and a radical-deviation region. Finally, a relationship between the deviation in the radical-deviation region and the spacing of the two piers was obtained.
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      Local Scouring around Twin Bridge Piers in Open-Channel Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4239124
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    contributor authorHao Wang
    contributor authorHongwu Tang
    contributor authorQuanshuai Liu
    contributor authorYao Wang
    date accessioned2017-12-16T09:08:36Z
    date available2017-12-16T09:08:36Z
    date issued2016
    identifier other%28ASCE%29HY.1943-7900.0001154.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239124
    description abstractLaboratory experiments were carried out to investigate local scouring around twin cylindrical piers in open-channel flows. The experimental results of clear-water scouring around the twin piers show that the scour hole formed around the upstream pier at different pier spacing was almost the same as that around an isolated pier. However, the local scour depth around the downstream pier was less than that around the upstream pier. The local scour depth around the downstream pier with the velocity can be segregated into four regions: a no-scour region, synchronous-scouring region, transition region, and a radical-deviation region. Finally, a relationship between the deviation in the radical-deviation region and the spacing of the two piers was obtained.
    publisherAmerican Society of Civil Engineers
    titleLocal Scouring around Twin Bridge Piers in Open-Channel Flows
    typeJournal Paper
    journal volume142
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001154
    treeJournal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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