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    Parameter Estimation for the Nonlinear Muskingum Model Using the BFGS Technique

    Source: Journal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author:
    Zong Woo Geem
    DOI: 10.1061/(ASCE)0733-9437(2006)132:5(474)
    Publisher: American Society of Civil Engineers
    Abstract: In the past, various methods have been used to estimate the parameters in the nonlinear three-parameter Muskingum model to allow the model to more closely approximate a nonlinear relation compared to the original two-parameter Muskingum model. In this study, the Broyden–Fletcher–Goldfarb–Shanno (BFGS) technique, which searches the solution area based on mathematical gradients, is introduced. The technique found the best parameter values compared to previous results in terms of the sum of the square deviation between the observed and routed outflows, using the smallest number of computational iterations. A sensitivity analysis showed that the initial values of certain parameters were critical when finding the optimal solution. Although this gradient-based technique makes use of initial value assumptions and involves complicated calculus, different initial values reach the same optimal or near-optimal solution within less time. Moreover, this mathematical technique does not require the algorithm parameters that are essential factors in meta-heuristics such as genetic algorithm or harmony search. The technique also considers the hydrologic parameters to be continuous rather than discrete variables for pure structures.
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      Parameter Estimation for the Nonlinear Muskingum Model Using the BFGS Technique

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28474
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    contributor authorZong Woo Geem
    date accessioned2017-05-08T20:49:47Z
    date available2017-05-08T20:49:47Z
    date copyrightOctober 2006
    date issued2006
    identifier other%28asce%290733-9437%282006%29132%3A5%28474%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28474
    description abstractIn the past, various methods have been used to estimate the parameters in the nonlinear three-parameter Muskingum model to allow the model to more closely approximate a nonlinear relation compared to the original two-parameter Muskingum model. In this study, the Broyden–Fletcher–Goldfarb–Shanno (BFGS) technique, which searches the solution area based on mathematical gradients, is introduced. The technique found the best parameter values compared to previous results in terms of the sum of the square deviation between the observed and routed outflows, using the smallest number of computational iterations. A sensitivity analysis showed that the initial values of certain parameters were critical when finding the optimal solution. Although this gradient-based technique makes use of initial value assumptions and involves complicated calculus, different initial values reach the same optimal or near-optimal solution within less time. Moreover, this mathematical technique does not require the algorithm parameters that are essential factors in meta-heuristics such as genetic algorithm or harmony search. The technique also considers the hydrologic parameters to be continuous rather than discrete variables for pure structures.
    publisherAmerican Society of Civil Engineers
    titleParameter Estimation for the Nonlinear Muskingum Model Using the BFGS Technique
    typeJournal Paper
    journal volume132
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2006)132:5(474)
    treeJournal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 005
    contenttypeFulltext
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