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    Heuristic Continuous Base Flow Separation

    Source: Journal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 004
    Author:
    Jozsef Szilagyi
    DOI: 10.1061/(ASCE)1084-0699(2004)9:4(311)
    Publisher: American Society of Civil Engineers
    Abstract: A digital filtering algorithm for continuous base flow separation is compared to physically based simulations of base flow. It is shown that the digital filter gives comparable results to model simulations in terms of the multiyear base flow index when a filter coefficient is used that replicates the watershed-specific time delay of model simulations. This way, the application of the heuristic digital filter for practical continuous base flow separation can be justified when auxiliary hydrometeorological data (such as precipitation and air temperature) typically required for physically based base flow separation techniques are not available or not representative of the watershed. The filter coefficient can then be optimized upon an empirical estimate of the watershed-specific time delay, requiring only the drainage area of the watershed.
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      Heuristic Continuous Base Flow Separation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/49792
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    contributor authorJozsef Szilagyi
    date accessioned2017-05-08T21:23:46Z
    date available2017-05-08T21:23:46Z
    date copyrightJuly 2004
    date issued2004
    identifier other%28asce%291084-0699%282004%299%3A4%28311%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49792
    description abstractA digital filtering algorithm for continuous base flow separation is compared to physically based simulations of base flow. It is shown that the digital filter gives comparable results to model simulations in terms of the multiyear base flow index when a filter coefficient is used that replicates the watershed-specific time delay of model simulations. This way, the application of the heuristic digital filter for practical continuous base flow separation can be justified when auxiliary hydrometeorological data (such as precipitation and air temperature) typically required for physically based base flow separation techniques are not available or not representative of the watershed. The filter coefficient can then be optimized upon an empirical estimate of the watershed-specific time delay, requiring only the drainage area of the watershed.
    publisherAmerican Society of Civil Engineers
    titleHeuristic Continuous Base Flow Separation
    typeJournal Paper
    journal volume9
    journal issue4
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2004)9:4(311)
    treeJournal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 004
    contenttypeFulltext
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