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Study on quasi three-dimensional numerical model for nonlinear random waves.

Study on quasi three-dimensional numerical model for nonlinear random waves.
非线性随机波准三维数值模型研究。
批准号:
10450180
负责人:
ISOBE Masahiko
金额:
$4.03万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
1998
资助国家:
日本
项目状态:
已结题
起止时间:
1998 至 2000

项目摘要

项目成果

ISOBE Masahiko的其他基金

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中文摘要
翻译
在这项研究中,首先建立了垂直二维非线性随机波变换的数值模型。该模型的基本方程是Isobe(1994)提出的非线性缓坡方程,除了波浪发生器的边界条件外,还发展了一种有效的数值算法。设置了一个移动边界来处理冲浪区内的波浪运动。通过综合这些因素,建立了一个数值模型来预报从深水到浅水的一般地形上的随机波的剖面、速度和湍流。进行了二维实验,通过测量包含斜坡区的波浪场对数值模型进行了发展和验证。其次,研究了短峰随机波的破碎准则,并将其与三维随机波数值模型相结合。为了再现短峰随机波场,开发了一个短峰随机波池。该造波机比现有的造波机更复杂,具有稳定的反馈系统来吸收反射波。为了建立非线性随机波浪的准三维数值模型,基于非线性缓坡方程和Boussinesq方程,建立了波浪变形的数值模型。将这些模型应用于波浪绕射和爬升问题,得到了验证。将Boussinesq方程模型与底流垂向速度分布预报模型相结合,建立了非线性随机波的准三维数值模型。
英文摘要
In this study, a numerical model of nonlinear, random wave transformation in the vertical two dimensions is developed first. The basic equations of the model are the nonlinear mild-slope equations proposed by Isobe (1994), and an efficient numerical algorithm is developed in addition to the boundary condition at the wave generator which can generate long waves as well. A moving boundary is installed to deal with the wave motion in the surf zone. By integrating these factors, a numerical model is proposed to predict the profile, velocity and turbulence of random waves on a general topography from deep to shallow water. A two dimensional experiment is performed to develop and verify the numerical model by measuring the wave field including the swash zone.Next, the breaking criteria of short-crested random waves is studied to incorporate with a three dimensional numerical model for random waves. A short-crested random wave basin is developed to reproduce short-crested random wave fields. The wave generator is more sophisticated than existing ones, with a stable feed back system to absorb reflected waves. Data for the breaking criteria are obtained by experiments by this wave basin.To develop a quasi-three dimensional numerical model of nonlinear random waves, numerical models of wave transformation are developed based on the nonlinear mild-slope equations and Boussinesq equations. These models are verified by applying to the wave diffraction and run-up problems. By combining the Boussinesq equations model with a model to predict the vertical velocity distribution due to undertow, a quasi-three dimensional numerical model of nonlinear random waves is developed.
期刊论文(48)
专著(0)
科研奖励(0)
会议论文
有川太郎・磯部雅彦: "非線形緩勾配方程式を用いた砕波モデルの構築" 海岸工学論文集. 45. 141-145 (1998)
Taro Arikawa 和 Masahiko Isobe:“利用非线性缓坡方程构建破浪模型”海岸工程杂志 45. 141-145 (1998)。
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鄭 培喜、余 錫平、磯部雅彦: "遡上波の高精度数値計算法の開発"海岸工学論文集. 46. 181-185 (1999)
郑培熙,余秀平,矶部雅彦:“助跑波高精度数值计算方法的发展”,海岸工程学报,46. 181-185 (1999)。
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Abohadima, S.M.Isobe: "On dispersion property of mild slope equation"Coastal Engineering Journal. 41(2). 183-200 (1999)
Abohadima,S.M.Isobe:“论缓坡方程的色散特性”海岸工程杂志。
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渡辺 晃・中村裕史・佐々木 淳・小林 博・磯部雅彦: "斜め入射波の遡上とそれに伴う浜漂砂の数値モデル" 海岸工学論文集. 45. 186-190 (1998)
Akira Watanabe、Hiroshi Nakamura、Jun Sasaki、Hiroshi Kobayashi、Masahiko Isobe:“倾斜入射波的上升和相关海滩沙流的数值模型”海岸工程杂志 45. 186-190 (1998)。
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21
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    • 资助金额:
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    A NUMERICAL MODEL OF WAVE-RUN-UP AND RESULTING LONGSHORE SEDIMENT TRANSPORT DUE TO OBLIQUELY INCIDENT WAVE
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    • 依托单位:
    海外基金