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    Shock‐Wave Reduction by Bottom Drop

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 010
    Author:
    Markus Schwalt
    ,
    Willi H. Hager
    DOI: 10.1061/(ASCE)0733-9429(1994)120:10(1222)
    Publisher: American Society of Civil Engineers
    Abstract: The possibility of shock‐wave reduction by a wedge‐shaped bottom drop is considered. The results are shown to depend on the so‐called shock number S. Optimum wall deflection is defined as the configuration with horizontal flow surface ahead and beyond the shock front. Off‐design is also discussed and it is found that acceptable flow conditions occur for a limited range. An earlier approach to the generalized wall profile is expanded by accounting for the bottom drop.
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      Shock‐Wave Reduction by Bottom Drop

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    https://yetl.yabesh.ir/yetl1/handle/yetl/23882
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    contributor authorMarkus Schwalt
    contributor authorWilli H. Hager
    date accessioned2017-05-08T20:41:55Z
    date available2017-05-08T20:41:55Z
    date copyrightOctober 1994
    date issued1994
    identifier other%28asce%290733-9429%281994%29120%3A10%281222%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23882
    description abstractThe possibility of shock‐wave reduction by a wedge‐shaped bottom drop is considered. The results are shown to depend on the so‐called shock number S. Optimum wall deflection is defined as the configuration with horizontal flow surface ahead and beyond the shock front. Off‐design is also discussed and it is found that acceptable flow conditions occur for a limited range. An earlier approach to the generalized wall profile is expanded by accounting for the bottom drop.
    publisherAmerican Society of Civil Engineers
    titleShock‐Wave Reduction by Bottom Drop
    typeJournal Paper
    journal volume120
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1994)120:10(1222)
    treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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