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    Application of Automatic Differentiation to Reservoir Design Models

    Source: Journal of Water Resources Planning and Management:;1998:;Volume ( 124 ):;issue: 003
    Author:
    Amit K. Sinha
    ,
    Christian H. Bischof
    DOI: 10.1061/(ASCE)0733-9496(1998)124:3(162)
    Publisher: American Society of Civil Engineers
    Abstract: Automatic differentiation is a technique for computing derivatives accurately and efficiently with minimal human effort. The calculation of derivatives of numerical models is necessary for gradient-based optimization of reservoir systems to determine optimal sizes for reservoirs. The writers report on the use of automatic differentiation and divided difference approaches for computing derivatives for a single- and multiple-reservoir yield model. In the experiments, the ADIFOR (Automatic Differentiation of Fortran) tool is employed. The results show that, for both the single- and the multiple-reservoir model, automatic differentiation computes derivatives exactly and more efficiently than the divided difference implementation. Postoptimization of the ADIFOR-generated derivative code by exploiting the model structure is also discussed. The writers observe that the availability of exact derivatives significantly benefits the convergence of the optimization algorithm: the solution of the multireservoir problem, which took 10.5 hours with divided difference derivatives, is decreased to less than two hours with ADIFOR “out of the box” derivatives, and to less than an hour using the postoptimized ADIFOR derivative code.
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      Application of Automatic Differentiation to Reservoir Design Models

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    contributor authorAmit K. Sinha
    contributor authorChristian H. Bischof
    date accessioned2017-05-08T22:21:11Z
    date available2017-05-08T22:21:11Z
    date copyrightMay 1998
    date issued1998
    identifier other42888289.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/78460
    description abstractAutomatic differentiation is a technique for computing derivatives accurately and efficiently with minimal human effort. The calculation of derivatives of numerical models is necessary for gradient-based optimization of reservoir systems to determine optimal sizes for reservoirs. The writers report on the use of automatic differentiation and divided difference approaches for computing derivatives for a single- and multiple-reservoir yield model. In the experiments, the ADIFOR (Automatic Differentiation of Fortran) tool is employed. The results show that, for both the single- and the multiple-reservoir model, automatic differentiation computes derivatives exactly and more efficiently than the divided difference implementation. Postoptimization of the ADIFOR-generated derivative code by exploiting the model structure is also discussed. The writers observe that the availability of exact derivatives significantly benefits the convergence of the optimization algorithm: the solution of the multireservoir problem, which took 10.5 hours with divided difference derivatives, is decreased to less than two hours with ADIFOR “out of the box” derivatives, and to less than an hour using the postoptimized ADIFOR derivative code.
    publisherAmerican Society of Civil Engineers
    titleApplication of Automatic Differentiation to Reservoir Design Models
    typeJournal Paper
    journal volume124
    journal issue3
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(1998)124:3(162)
    treeJournal of Water Resources Planning and Management:;1998:;Volume ( 124 ):;issue: 003
    contenttypeFulltext
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