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    Efficient Calibration Technique under Irregular Response Surface

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 009
    Author:
    Weimin Bao
    ,
    Qian Li
    ,
    Simin Qu
    DOI: 10.1061/(ASCE)HE.1943-5584.0000719
    Publisher: American Society of Civil Engineers
    Abstract: Conceptual rainfall-runoff models that aim at predicting streamflow from the knowledge of rainfall over a catchment are a basic tool for flood forecasting. The parameter calibration of a conceptual model usually involves the selection of an automatic optimization algorithm to search for the parameter values that minimize the distance between the simulated and observed data. However, practical experience with model calibration suggests that traditional optimization methods, such as the Newton-Raphson, conjugate gradient, and downhill simplex methods, are easily trapped in local minimums because the objective function surface is rough, caused by model structure errors and data errors. The across-ridge calibration method (ARC), an effective and efficient methodology for searching global optimization problem, is proposed in this paper. The method searches for all local optima in a fixed boundary, which makes it less susceptible to the irregularity of the response surface. The features and capabilities of ARC are illustrated by means of a binary function, an ideal conceptual rainfall-runoff model (Xinanjiang model) without model and data errors and a real model (Xinanjiang model) with structure and data errors. The results indicate that the proposed across-ridge calibration method can converge quickly from any starting point even when the response surface is rough. The optimized parameter sets for the Xinanjiang model (XAJ) are unique and conceptually realistic; the simulation performance of these parameters is reasonable and efficient.
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      Efficient Calibration Technique under Irregular Response Surface

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63624
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    contributor authorWeimin Bao
    contributor authorQian Li
    contributor authorSimin Qu
    date accessioned2017-05-08T21:49:42Z
    date available2017-05-08T21:49:42Z
    date copyrightSeptember 2013
    date issued2013
    identifier other%28asce%29he%2E1943-5584%2E0000740.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63624
    description abstractConceptual rainfall-runoff models that aim at predicting streamflow from the knowledge of rainfall over a catchment are a basic tool for flood forecasting. The parameter calibration of a conceptual model usually involves the selection of an automatic optimization algorithm to search for the parameter values that minimize the distance between the simulated and observed data. However, practical experience with model calibration suggests that traditional optimization methods, such as the Newton-Raphson, conjugate gradient, and downhill simplex methods, are easily trapped in local minimums because the objective function surface is rough, caused by model structure errors and data errors. The across-ridge calibration method (ARC), an effective and efficient methodology for searching global optimization problem, is proposed in this paper. The method searches for all local optima in a fixed boundary, which makes it less susceptible to the irregularity of the response surface. The features and capabilities of ARC are illustrated by means of a binary function, an ideal conceptual rainfall-runoff model (Xinanjiang model) without model and data errors and a real model (Xinanjiang model) with structure and data errors. The results indicate that the proposed across-ridge calibration method can converge quickly from any starting point even when the response surface is rough. The optimized parameter sets for the Xinanjiang model (XAJ) are unique and conceptually realistic; the simulation performance of these parameters is reasonable and efficient.
    publisherAmerican Society of Civil Engineers
    titleEfficient Calibration Technique under Irregular Response Surface
    typeJournal Paper
    journal volume18
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000719
    treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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