...
首页> 外文期刊>Ocean Engineering >Numerical simulation of wave transformation across the surf zone over a steep bottom
【24h】

Numerical simulation of wave transformation across the surf zone over a steep bottom

机译:陡峭底部海浪区域上波浪变形的数值模拟

获取原文
获取原文并翻译 | 示例
           

摘要

The combined effect of wave shoaling, breaking and energy dissipation on a steep sloping bottom was developed. Based on the conservation principle of wave motion, a combined shoaling and bottom slope coefficient is included in the mild-slope equation (MSE), which is derived as a function of the bottom slope perturbed to the third-order. The model incorporates the nonlinear shoaling coefficient and energy dissipation factor due to wave breaking to improve the accuracy of the numerical simulation prior to wave breaking and in the surf zone over a steep bottom. The model validity is verified by comparison with laboratory experiments for waves traveling over two steep sloping beaches and a bar/step-type beach profile.
机译:提出了在陡峭的倾斜底部上,波浪传播,破碎和能量耗散的综合作用。根据波动的守恒原理,在浅坡方程(MSE)中包含了一个组合的浅滩和底坡系数,该系数是根据被扰动到三阶的底坡得出的。该模型结合了由于波浪破裂而产生的非线性浅滩系数和能量耗散因数,从而提高了波浪破裂之前和陡峭底部海浪区域中数值模拟的准确性。通过与在两个陡峭倾斜的海滩和一条条形/阶梯型海滩剖面上传播的海浪的实验室实验进行比较,验证了模型的有效性。

著录项

  • 来源
    《Ocean Engineering》 |2012年第2期|p.33-38|共6页
  • 作者单位

    Department of Hydraulic and Ocean Engineering, National Cheng Kung University. I University Road, Tainan 701, Taiwan, ROC;

    Department of Hydraulic and Ocean Engineering, National Cheng Kung University. I University Road, Tainan 701, Taiwan, ROC;

    Department of Hydraulic and Ocean Engineering, National Cheng Kung University. I University Road, Tainan 701, Taiwan, ROC;

    Department of Hydraulic and Ocean Engineering, National Cheng Kung University. I University Road, Tainan 701, Taiwan, ROC;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    mild-slope equation; nonlinear shoaling; energy dissipation; steep bottom.;

    机译:缓坡方程;非线性浅滩;能量耗散;陡峭的底部。;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号