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Parameterized expressions for an improved Rouse equation
  • ISSN号:1001-6279
  • 期刊名称:International Journal of Sediment Research
  • 时间:2013.12.12
  • 页码:523-534
  • 分类:O353.2[理学—流体力学;理学—力学] S565.4[农业科学—作物学]
  • 作者机构:[1]State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, College of Harbor, Coastal and Offshore Engineering, Hohai University, Nanjing 210098, China, [2]Key Laboratory of Virtual Geographic Environment, Key Laboratory for Numerical Simulation of Largescale Complex System, Nanjing Normal University, Nanjing 210023, China, [3]School of Engineering, The University of Queensland, St. Lucia, Qld 4072, Australia
  • 相关基金:Foundation item: The Jiangsu Province Natural Science Foundation for the Young Scholar under contract No, BK20130827; the Fundamental Research Funds for the Central Universities of China under contract No. 2010B02614; the National Natural Science Foundation of China under contract Nos 41076008 and 51009059; the PriorityAcademic Program Development of Jiangsu Higher Education Institutions.
  • 相关项目:浅海潮流振荡边界层动力特性及悬沙垂直分布研究
中文摘要:

A computational method for steady water waves is presented on the basis of potential theory in the physical plane with spatial variables as independent quantities. The finite Fourier series are applied to approximating the free surface and potential function. A set of nonlinear algebraic equations for the Fourier coefficients are derived from the free surface kinetic and dynamic boundary conditions. These algebraic equations are numerically solved through Newton’s iterative method, and the iterative stability is further improved by a relaxation technology. The integral properties of steady water waves are numerically analyzed, showing that(1) the set-up and the set-down are both non-monotonic quantities with the wave steepness, and(2) the Fourier spectrum of the free surface is broader than that of the potential function. The latter further leads us to explore a modification for the present method by approximating the free surface and potential function through different Fourier series, with the truncation of the former higher than that of the latter. Numerical tests show that this modification is effective, and can notably reduce the errors of the free surface boundary conditions.

英文摘要:

A computational method for steady water waves is presented on the basis of potential theory in the physical plane with spatial variables as independent quantities. The finite Fourier series are applied to approximating the free surface and potential function. A set of nonlinear algebraic equations for the Fourier coefficients are derived from the free surface kinetic and dynamic boundary conditions. These algebraic equations are numerically solved through Newton's iterative method, and the iterative stability is further improved by a relaxation technology. The integral properties of steady water waves are numerically analyzed, showing that (1) the set-up and the set-down are both non-monotonic quantities with the wave steepness, and (2) the Fourier spectrum of the free surface is broader than that of the potential function. The latter further leads us to explore a modification for the present method by approximating the free surface and potential function through different Fourier series, with the truncation of the former higher than that of the latter. Numerical tests show that this modification is effective, and can notably reduce the errors of the free surface boundary conditions.

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  • 《国际泥沙研究:英文版》
  • 主管单位:
  • 主办单位:国际泥沙研究培训中心
  • 主编:王兆印
  • 地址:北京车公庄两路20号泥沙中心
  • 邮编:100048
  • 邮箱:chyh@iwhr.com
  • 电话:010-68786579
  • 国际标准刊号:ISSN:1001-6279
  • 国内统一刊号:ISSN:11-2699/P
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  • 被引量:184