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    Experimental Investigation of Surges in a Stormwater Storage Tunnel

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 010
    Author:
    Jose G. Vasconcelos
    ,
    Steven J. Wright
    DOI: 10.1061/(ASCE)0733-9429(2005)131:10(853)
    Publisher: American Society of Civil Engineers
    Abstract: Below-grade storage tunnels in stormwater systems are usually designed to operate in a free-surface flow regime. However, intense rain events may trigger flow regime transition to pressurized flow, which results in operational problems. To date, little guidance is available as to the considerations necessary to properly design a system undergoing flow regime transition. In this investigation, an experimental apparatus consisting of a
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      Experimental Investigation of Surges in a Stormwater Storage Tunnel

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25816
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    contributor authorJose G. Vasconcelos
    contributor authorSteven J. Wright
    date accessioned2017-05-08T20:44:58Z
    date available2017-05-08T20:44:58Z
    date copyrightOctober 2005
    date issued2005
    identifier other%28asce%290733-9429%282005%29131%3A10%28853%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25816
    description abstractBelow-grade storage tunnels in stormwater systems are usually designed to operate in a free-surface flow regime. However, intense rain events may trigger flow regime transition to pressurized flow, which results in operational problems. To date, little guidance is available as to the considerations necessary to properly design a system undergoing flow regime transition. In this investigation, an experimental apparatus consisting of a
    publisherAmerican Society of Civil Engineers
    titleExperimental Investigation of Surges in a Stormwater Storage Tunnel
    typeJournal Paper
    journal volume131
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2005)131:10(853)
    treeJournal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 010
    contenttypeFulltext
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