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    Sensitivity Analysis for an Infiltration-Runoff Model with Parameter Uncertainty

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 009
    Author:
    Xiang Fu
    ,
    Xuefeng Chu
    ,
    Guangming Tan
    DOI: 10.1061/(ASCE)HE.1943-5584.0000243
    Publisher: American Society of Civil Engineers
    Abstract: Evaluation of the uncertainty effect of input parameters on model outputs is presented. HYDROL-INF, an infiltration-runoff model for layered soils, is used for simulating infiltration and surface runoff. The predictive uncertainty related to the modeling is evaluated. Specifically, a three-step procedure is implemented for sensitivity analysis of the model. The first step involves application of the local sensitivity analysis to gain a qualitative ranking of the whole set of input parameters for different model outputs with a relatively low computational cost. In the second step, the first-order second moment (FOSM) method is used to obtain the most sensitive parameters to the output from the parameters identified by the local sensitivity analysis. Third, the robust and computationally efficient Fourier amplitude sensitivity test (FAST) is conducted to overcome the nonlinearity problem for estimating the uncertainty of the model. Furthermore, the proposed methodology is applied to a three-layer soil system with varying permeability under unsteady rainfall. The soil system consists of loamy sand, sandy loam, and clay loam. The model outputs considered herein include cumulative infiltration and runoff. Dissimilar lists of crucial parameters are identified by using the FOSM and FAST methods. It is found that the combination of different soil layers and rainfall conditions have significant influences on the variance contribution of individual parameters to the total variance of the model.
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      Sensitivity Analysis for an Infiltration-Runoff Model with Parameter Uncertainty

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    contributor authorXiang Fu
    contributor authorXuefeng Chu
    contributor authorGuangming Tan
    date accessioned2017-05-08T21:48:47Z
    date available2017-05-08T21:48:47Z
    date copyrightSeptember 2010
    date issued2010
    identifier other%28asce%29he%2E1943-5584%2E0000264.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63113
    description abstractEvaluation of the uncertainty effect of input parameters on model outputs is presented. HYDROL-INF, an infiltration-runoff model for layered soils, is used for simulating infiltration and surface runoff. The predictive uncertainty related to the modeling is evaluated. Specifically, a three-step procedure is implemented for sensitivity analysis of the model. The first step involves application of the local sensitivity analysis to gain a qualitative ranking of the whole set of input parameters for different model outputs with a relatively low computational cost. In the second step, the first-order second moment (FOSM) method is used to obtain the most sensitive parameters to the output from the parameters identified by the local sensitivity analysis. Third, the robust and computationally efficient Fourier amplitude sensitivity test (FAST) is conducted to overcome the nonlinearity problem for estimating the uncertainty of the model. Furthermore, the proposed methodology is applied to a three-layer soil system with varying permeability under unsteady rainfall. The soil system consists of loamy sand, sandy loam, and clay loam. The model outputs considered herein include cumulative infiltration and runoff. Dissimilar lists of crucial parameters are identified by using the FOSM and FAST methods. It is found that the combination of different soil layers and rainfall conditions have significant influences on the variance contribution of individual parameters to the total variance of the model.
    publisherAmerican Society of Civil Engineers
    titleSensitivity Analysis for an Infiltration-Runoff Model with Parameter Uncertainty
    typeJournal Paper
    journal volume15
    journal issue9
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000243
    treeJournal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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