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    2D Unit Sediment Graph Theory

    Source: Journal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 002
    Author:
    Veysel Güldal
    ,
    R. Ferruh Müftüoğlu
    DOI: 10.1061/(ASCE)1084-0699(2001)6:2(132)
    Publisher: American Society of Civil Engineers
    Abstract: The erosive behavior and fundamentals of the black-box analysis of a catchment are briefly discussed, and the potentialities of functional series are considered as a model. Then a physically significant nonlinear functional model, called a “2D unit sediment graph,” is developed for predicting the river suspended-sediment concentration or yield from the current and antecedent effective precipitation events. The model represents the overall behavior of the catchment, and hence, does not require separation of excess rainfall, direct runoff, and washload. Comparative applications are performed for the 2D unit sediment graph model and the first- and second-order functional series. Unusually good predictions are produced by the 2D unit sediment graph model. The model represents the factors affecting the erosive behavior by its response functions (unit sediment graphs); hence, it is expected to predict the sediment concentration or yield with sufficient accuracy if the catchment conditions in the calibration period do not change significantly in the prediction period.
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      2D Unit Sediment Graph Theory

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49573
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    contributor authorVeysel Güldal
    contributor authorR. Ferruh Müftüoğlu
    date accessioned2017-05-08T21:23:26Z
    date available2017-05-08T21:23:26Z
    date copyrightApril 2001
    date issued2001
    identifier other%28asce%291084-0699%282001%296%3A2%28132%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49573
    description abstractThe erosive behavior and fundamentals of the black-box analysis of a catchment are briefly discussed, and the potentialities of functional series are considered as a model. Then a physically significant nonlinear functional model, called a “2D unit sediment graph,” is developed for predicting the river suspended-sediment concentration or yield from the current and antecedent effective precipitation events. The model represents the overall behavior of the catchment, and hence, does not require separation of excess rainfall, direct runoff, and washload. Comparative applications are performed for the 2D unit sediment graph model and the first- and second-order functional series. Unusually good predictions are produced by the 2D unit sediment graph model. The model represents the factors affecting the erosive behavior by its response functions (unit sediment graphs); hence, it is expected to predict the sediment concentration or yield with sufficient accuracy if the catchment conditions in the calibration period do not change significantly in the prediction period.
    publisherAmerican Society of Civil Engineers
    title2D Unit Sediment Graph Theory
    typeJournal Paper
    journal volume6
    journal issue2
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2001)6:2(132)
    treeJournal of Hydrologic Engineering:;2001:;Volume ( 006 ):;issue: 002
    contenttypeFulltext
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