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    Hysteresis-Based Flood Wave Analysis

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 004
    Author:
    Surendra Kumar Mishra
    ,
    Vijay P. Singh
    DOI: 10.1061/(ASCE)1084-0699(1999)4:4(358)
    Publisher: American Society of Civil Engineers
    Abstract: By employing looped or hysteretic rating curves, flood wave propagation in natural and artificial channels is analytically described. The analytical relation between a quantitative descriptor of hysteresis η and phase difference ϕ is verified using numerical and observed data, and a unique relationship among η, ϕ, and logarithmic decrement δ is presented for kinematic waves. Finally, the effect of channel and input flood wave characteristics as well as downstream boundary conditions on flood wave propagation is evaluated.
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      Hysteresis-Based Flood Wave Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49484
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    contributor authorSurendra Kumar Mishra
    contributor authorVijay P. Singh
    date accessioned2017-05-08T21:23:17Z
    date available2017-05-08T21:23:17Z
    date copyrightOctober 1999
    date issued1999
    identifier other%28asce%291084-0699%281999%294%3A4%28358%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49484
    description abstractBy employing looped or hysteretic rating curves, flood wave propagation in natural and artificial channels is analytically described. The analytical relation between a quantitative descriptor of hysteresis η and phase difference ϕ is verified using numerical and observed data, and a unique relationship among η, ϕ, and logarithmic decrement δ is presented for kinematic waves. Finally, the effect of channel and input flood wave characteristics as well as downstream boundary conditions on flood wave propagation is evaluated.
    publisherAmerican Society of Civil Engineers
    titleHysteresis-Based Flood Wave Analysis
    typeJournal Paper
    journal volume4
    journal issue4
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(1999)4:4(358)
    treeJournal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 004
    contenttypeFulltext
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