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    Bragg Scattering of Surface Gravity Waves by an Array of Surface-Piercing Variable Porosity Barriers

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 006::page 04022021
    Author:
    C. S. Nishad
    ,
    S. Neelamani
    ,
    K. G. Vijay
    ,
    T. Sahoo
    DOI: 10.1061/(ASCE)WW.1943-5460.0000729
    Publisher: ASCE
    Abstract: The scattering of gravity waves by vertically staggered multiple porous barriers having variable porosity is analyzed within the framework of linearized water wave theory in two dimensions. The barriers are assumed to follow quadratic pressure boundary conditions to account for energy dissipation with the changes in the wave height, which is often neglected in the case of Darcy’s law. A generalized code based on the dual boundary element method (DBEM) is developed for solving the boundary value problem. Three different wave barrier configurations are considered with the same volume of materials required for its construction to identify the best-performing barriers. The hydrodynamic performance of the barriers with progressively decreasing porosity is found to be better than the barriers with gradually increasing porosity or barriers with constant porosity. The scattering coefficients attain optimal at integer multiples of half the wavelength. It is appropriate to select relative spacing in the range of 0.2–0.3 for better hydrodynamic performance for any field design condition. For deeper water depths (k0h > π), increasing the relative submergence depth beyond 0.2 is insignificant to the change in hydrodynamic performance. For the practical field range of k0h and for a threshold wave transmission coefficient of 0.2, the appropriate relative submergence depth is 0.6. The results of this study would help in the hydrodynamic design of a progressive wave absorber.
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      Bragg Scattering of Surface Gravity Waves by an Array of Surface-Piercing Variable Porosity Barriers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4287920
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorC. S. Nishad
    contributor authorS. Neelamani
    contributor authorK. G. Vijay
    contributor authorT. Sahoo
    date accessioned2022-12-27T20:45:01Z
    date available2022-12-27T20:45:01Z
    date issued2022/11/01
    identifier other(ASCE)WW.1943-5460.0000729.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4287920
    description abstractThe scattering of gravity waves by vertically staggered multiple porous barriers having variable porosity is analyzed within the framework of linearized water wave theory in two dimensions. The barriers are assumed to follow quadratic pressure boundary conditions to account for energy dissipation with the changes in the wave height, which is often neglected in the case of Darcy’s law. A generalized code based on the dual boundary element method (DBEM) is developed for solving the boundary value problem. Three different wave barrier configurations are considered with the same volume of materials required for its construction to identify the best-performing barriers. The hydrodynamic performance of the barriers with progressively decreasing porosity is found to be better than the barriers with gradually increasing porosity or barriers with constant porosity. The scattering coefficients attain optimal at integer multiples of half the wavelength. It is appropriate to select relative spacing in the range of 0.2–0.3 for better hydrodynamic performance for any field design condition. For deeper water depths (k0h > π), increasing the relative submergence depth beyond 0.2 is insignificant to the change in hydrodynamic performance. For the practical field range of k0h and for a threshold wave transmission coefficient of 0.2, the appropriate relative submergence depth is 0.6. The results of this study would help in the hydrodynamic design of a progressive wave absorber.
    publisherASCE
    titleBragg Scattering of Surface Gravity Waves by an Array of Surface-Piercing Variable Porosity Barriers
    typeJournal Article
    journal volume148
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000729
    journal fristpage04022021
    journal lastpage04022021_12
    page12
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2022:;Volume ( 148 ):;issue: 006
    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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