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    Output Reliability as Guide for Selection of Rainfall‐Runoff Models

    Source: Journal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 003
    Author:
    Charles S. Melching
    ,
    Ben C. Yen
    ,
    Harry G. Wenzel, Jr.
    DOI: 10.1061/(ASCE)0733-9496(1991)117:3(383)
    Publisher: American Society of Civil Engineers
    Abstract: Selection of rainfall‐runoff models is dependent on the modeling objectives and the simulation accuracy required. Output reliability is proposed as a measure to help in choosing the appropriate model for a given rainfall‐runoff model use. Output reliability can be expressed by the output variable cumulative distribution function, probability density function, confidence limits, standard deviation, or probability of acceptable percent deviation from the predicted value. Approximations of these reliability measures could be established by methods such as first‐order second‐moment reliability analysis. To demonstrate the approach, an example is given of estimating peak discharge for a watershed in central Illinois using both the HEC‐1 and RORB rainfall‐runoff models.
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      Output Reliability as Guide for Selection of Rainfall‐Runoff Models

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    http://yetl.yabesh.ir/yetl1/handle/yetl/39103
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    contributor authorCharles S. Melching
    contributor authorBen C. Yen
    contributor authorHarry G. Wenzel, Jr.
    date accessioned2017-05-08T21:06:43Z
    date available2017-05-08T21:06:43Z
    date copyrightMay 1991
    date issued1991
    identifier other%28asce%290733-9496%281991%29117%3A3%28383%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39103
    description abstractSelection of rainfall‐runoff models is dependent on the modeling objectives and the simulation accuracy required. Output reliability is proposed as a measure to help in choosing the appropriate model for a given rainfall‐runoff model use. Output reliability can be expressed by the output variable cumulative distribution function, probability density function, confidence limits, standard deviation, or probability of acceptable percent deviation from the predicted value. Approximations of these reliability measures could be established by methods such as first‐order second‐moment reliability analysis. To demonstrate the approach, an example is given of estimating peak discharge for a watershed in central Illinois using both the HEC‐1 and RORB rainfall‐runoff models.
    publisherAmerican Society of Civil Engineers
    titleOutput Reliability as Guide for Selection of Rainfall‐Runoff Models
    typeJournal Paper
    journal volume117
    journal issue3
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1991)117:3(383)
    treeJournal of Water Resources Planning and Management:;1991:;Volume ( 117 ):;issue: 003
    contenttypeFulltext
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