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    Effect of Friction on Spurious Oscillations in Open Channel Modeling with Variable Bathymetry or Roughness

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author:
    Mohammad Mostafa Ali
    ,
    Peter Steffler
    DOI: 10.1061/(ASCE)HY.1943-7900.0000577
    Publisher: American Society of Civil Engineers
    Abstract: Numerical issues for the friction-dominated steady-state Saint-Venant equations with a shock-capturing upwind finite-element scheme are studied using nonuniform-flow test cases and Fourier analysis. The friction-dominated case is a common phenomenon in open channel flow modeling when the depth becomes small compared with the discretization length. In the nonuniform-flow test cases, abrupt slope changes and abrupt roughness changes are introduced, and in the Fourier analysis, a periodic bed perturbation is used. Nondimensional parameter groups identified are as follows: the upwinding coefficient, the number of elements per wavelength, the average-flow Froude number, and the numerical friction number. The results show that errors in both depth and discharge variables are observed whenever there is any perturbation in the bed topography or bed roughness. These errors increase with increasing Froude number and increasing numerical friction number. A combined friction parameter is introduced for practical application. The combined friction parameter can be used to specify minimum depths or to guide mesh refinement. The analysis framework developed can also be used for other numerical schemes.
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      Effect of Friction on Spurious Oscillations in Open Channel Modeling with Variable Bathymetry or Roughness

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    http://yetl.yabesh.ir/yetl1/handle/yetl/64435
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    contributor authorMohammad Mostafa Ali
    contributor authorPeter Steffler
    date accessioned2017-05-08T21:51:28Z
    date available2017-05-08T21:51:28Z
    date copyrightAugust 2012
    date issued2012
    identifier other%28asce%29hy%2E1943-7900%2E0000603.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64435
    description abstractNumerical issues for the friction-dominated steady-state Saint-Venant equations with a shock-capturing upwind finite-element scheme are studied using nonuniform-flow test cases and Fourier analysis. The friction-dominated case is a common phenomenon in open channel flow modeling when the depth becomes small compared with the discretization length. In the nonuniform-flow test cases, abrupt slope changes and abrupt roughness changes are introduced, and in the Fourier analysis, a periodic bed perturbation is used. Nondimensional parameter groups identified are as follows: the upwinding coefficient, the number of elements per wavelength, the average-flow Froude number, and the numerical friction number. The results show that errors in both depth and discharge variables are observed whenever there is any perturbation in the bed topography or bed roughness. These errors increase with increasing Froude number and increasing numerical friction number. A combined friction parameter is introduced for practical application. The combined friction parameter can be used to specify minimum depths or to guide mesh refinement. The analysis framework developed can also be used for other numerical schemes.
    publisherAmerican Society of Civil Engineers
    titleEffect of Friction on Spurious Oscillations in Open Channel Modeling with Variable Bathymetry or Roughness
    typeJournal Paper
    journal volume138
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000577
    treeJournal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 008
    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
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