YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Hydraulic Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Hydraulic Engineering
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Spatiotemporal Stochastic Open-Channel Flow. I: Model and Its Parameter Data

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 011
    Author:
    Timothy K. Gates
    ,
    Muhammad A. Al-Zahrani
    DOI: 10.1061/(ASCE)0733-9429(1996)122:11(641)
    Publisher: American Society of Civil Engineers
    Abstract: Engineering predictions of flows in open-channel systems are fraught with ambiguity due to spatial and temporal variability, measurement error and limited sampling of the parameters that represent system properties, boundary and initial conditions, and sinks/sources. Over recent years, steady progress has been made in addressing this uncertainty and the notions of risk, reliability, and confidence that uncertainty poses to planning, design, and management decisions. A number of simplified approaches have been explored for modeling open-channel flow as a stochastic process. However, for a variety of reasons, none have addressed the complete spatiotemporal random nature of the flow. This paper presents the Saint-Venant model as a set of stochastic partial differential equations whose parameters are spatiotemporal random fields. Alternative solution approaches are discussed and compared based upon a consideration of the structure of the governing equations and the statistical characteristics of the parameters. Analysis of extensive field data provides evidence that model parameters have high relative variability, are statistically nonhomogeneous, and commonly have nonnormal residuals with strong lag-dependent correlation structure. Such characteristics must be accounted for in implementing any proposed method for solution of the full Saint-Venant equations in a stochastic setting. A companion paper uses Monte Carlo simulation to capture these traits in exploring solutions for representative and generalized stream systems.
    • Download: (1.534Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Spatiotemporal Stochastic Open-Channel Flow. I: Model and Its Parameter Data

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/24225
    Collections
    • Journal of Hydraulic Engineering

    Show full item record

    contributor authorTimothy K. Gates
    contributor authorMuhammad A. Al-Zahrani
    date accessioned2017-05-08T20:42:28Z
    date available2017-05-08T20:42:28Z
    date copyrightNovember 1996
    date issued1996
    identifier other%28asce%290733-9429%281996%29122%3A11%28641%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24225
    description abstractEngineering predictions of flows in open-channel systems are fraught with ambiguity due to spatial and temporal variability, measurement error and limited sampling of the parameters that represent system properties, boundary and initial conditions, and sinks/sources. Over recent years, steady progress has been made in addressing this uncertainty and the notions of risk, reliability, and confidence that uncertainty poses to planning, design, and management decisions. A number of simplified approaches have been explored for modeling open-channel flow as a stochastic process. However, for a variety of reasons, none have addressed the complete spatiotemporal random nature of the flow. This paper presents the Saint-Venant model as a set of stochastic partial differential equations whose parameters are spatiotemporal random fields. Alternative solution approaches are discussed and compared based upon a consideration of the structure of the governing equations and the statistical characteristics of the parameters. Analysis of extensive field data provides evidence that model parameters have high relative variability, are statistically nonhomogeneous, and commonly have nonnormal residuals with strong lag-dependent correlation structure. Such characteristics must be accounted for in implementing any proposed method for solution of the full Saint-Venant equations in a stochastic setting. A companion paper uses Monte Carlo simulation to capture these traits in exploring solutions for representative and generalized stream systems.
    publisherAmerican Society of Civil Engineers
    titleSpatiotemporal Stochastic Open-Channel Flow. I: Model and Its Parameter Data
    typeJournal Paper
    journal volume122
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1996)122:11(641)
    treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 011
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian