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    A Priori Identifiability of Unsaturated Soil Parameters

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author:
    M. S. Ghidaoui
    ,
    K. S. H. Prasad
    DOI: 10.1061/(ASCE)0733-9437(2000)126:3(163)
    Publisher: American Society of Civil Engineers
    Abstract: A priori identifiability (i.e., identifiability under perfect data) is a necessary condition for posteriori identifiability (i.e., identifiability under real data), and by implication a priori nonidentifiability is a sufficient condition for posteriori nonidentifiability. Therefore, it is important to prove a priori identifiability before attempting to estimate model parameters through nonlinear regression with real noisy data. This paper investigates the a priori (also called classical, structural, or deterministic) identifiability of soil parameters using Richards's equation with perfect distributed pressure data and prescribed initial and boundary conditions. The study of a priori identifiability is made possible through the concept of linear independence of vectors. As expected, it is shown that the unsaturated soil parameters are not a priori identifiable, and thus not posteriori identifiable, with either zero flow pressure data or steady-state flow pressure data. In addition, it is shown that models with more than two parameters are not a priori identifiable with transient pressure data. Therefore, models with more than two parameters are not posteriori identifiable with real pressure data regardless of the quantity and quality of this data. However, it is found that two parameter models are a priori identifiable with transient pressure data. Hence, the necessary condition for the posteriori identifiability of two parameter models is proven.
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      A Priori Identifiability of Unsaturated Soil Parameters

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27979
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    contributor authorM. S. Ghidaoui
    contributor authorK. S. H. Prasad
    date accessioned2017-05-08T20:49:04Z
    date available2017-05-08T20:49:04Z
    date copyrightMay 2000
    date issued2000
    identifier other%28asce%290733-9437%282000%29126%3A3%28163%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27979
    description abstractA priori identifiability (i.e., identifiability under perfect data) is a necessary condition for posteriori identifiability (i.e., identifiability under real data), and by implication a priori nonidentifiability is a sufficient condition for posteriori nonidentifiability. Therefore, it is important to prove a priori identifiability before attempting to estimate model parameters through nonlinear regression with real noisy data. This paper investigates the a priori (also called classical, structural, or deterministic) identifiability of soil parameters using Richards's equation with perfect distributed pressure data and prescribed initial and boundary conditions. The study of a priori identifiability is made possible through the concept of linear independence of vectors. As expected, it is shown that the unsaturated soil parameters are not a priori identifiable, and thus not posteriori identifiable, with either zero flow pressure data or steady-state flow pressure data. In addition, it is shown that models with more than two parameters are not a priori identifiable with transient pressure data. Therefore, models with more than two parameters are not posteriori identifiable with real pressure data regardless of the quantity and quality of this data. However, it is found that two parameter models are a priori identifiable with transient pressure data. Hence, the necessary condition for the posteriori identifiability of two parameter models is proven.
    publisherAmerican Society of Civil Engineers
    titleA Priori Identifiability of Unsaturated Soil Parameters
    typeJournal Paper
    journal volume126
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2000)126:3(163)
    treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 003
    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
    yabeshDSpacePersian