YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    • View Item
    •   YE&T Library
    • ASCE
    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil 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

    High-Order Perturbation Approach for Wave Transformation by Applying Advection-Diffusion Equation via Karhunen–Loeve Expansion

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 001
    Author:
    Hossein Khorshidi
    ,
    Nasser Talebbeydokhti
    ,
    Gholamreza Rakhshandehroo
    DOI: 10.1061/AJRUA6.0000891
    Publisher: American Society of Civil Engineers
    Abstract: An efficient approach, termed the Karhunen–Loeve expansion (KLE), for uncertainty analysis of flow in open-channel flow is applied. The initial condition, as a random field, is described in the form of two consecutive solitary waves that are propagated through the advection-diffusion equation (ADE). The aim of this paper is to quantify the uncertainty associated with flow depth moments such as mean flow depth and flow depth variance. In the proposed approach, the initial condition, h(x), is decomposed as an infinite series on the basis of a set of orthogonal Gaussian standard random variables. Eigenvalues and eigenfunctions of the covariance function of initial condition, which are extracted from Fredhulm’s equation, play a key role in the coefficients of the series. Then, flow depth H(x,t) is written as an infinite series, where every term of H(m) corresponds to flow depth of the mth order in terms of standard deviation of the input random field. H(m) is decomposed in terms of the products of m Gaussian random variables and unknown coefficients are determined by solving the ADE recursively when h and H(m) were substituted. To validate the proposed approach, the resulting mean and variance of the flow quantities are compared to those from Monte Carlo simulations (MCS) as a reliable method. It is found that the proposed approach can accurately approximate the flow depth statistics in a more computationally efficient manner than the MCS.
    • Download: (450.9Kb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      High-Order Perturbation Approach for Wave Transformation by Applying Advection-Diffusion Equation via Karhunen–Loeve Expansion

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4239541
    Collections
    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

    Show full item record

    contributor authorHossein Khorshidi
    contributor authorNasser Talebbeydokhti
    contributor authorGholamreza Rakhshandehroo
    date accessioned2017-12-16T09:10:32Z
    date available2017-12-16T09:10:32Z
    date issued2017
    identifier otherAJRUA6.0000891.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4239541
    description abstractAn efficient approach, termed the Karhunen–Loeve expansion (KLE), for uncertainty analysis of flow in open-channel flow is applied. The initial condition, as a random field, is described in the form of two consecutive solitary waves that are propagated through the advection-diffusion equation (ADE). The aim of this paper is to quantify the uncertainty associated with flow depth moments such as mean flow depth and flow depth variance. In the proposed approach, the initial condition, h(x), is decomposed as an infinite series on the basis of a set of orthogonal Gaussian standard random variables. Eigenvalues and eigenfunctions of the covariance function of initial condition, which are extracted from Fredhulm’s equation, play a key role in the coefficients of the series. Then, flow depth H(x,t) is written as an infinite series, where every term of H(m) corresponds to flow depth of the mth order in terms of standard deviation of the input random field. H(m) is decomposed in terms of the products of m Gaussian random variables and unknown coefficients are determined by solving the ADE recursively when h and H(m) were substituted. To validate the proposed approach, the resulting mean and variance of the flow quantities are compared to those from Monte Carlo simulations (MCS) as a reliable method. It is found that the proposed approach can accurately approximate the flow depth statistics in a more computationally efficient manner than the MCS.
    publisherAmerican Society of Civil Engineers
    titleHigh-Order Perturbation Approach for Wave Transformation by Applying Advection-Diffusion Equation via Karhunen–Loeve Expansion
    typeJournal Paper
    journal volume3
    journal issue1
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.0000891
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2017:;Volume ( 003 ):;issue: 001
    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