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摩阻对涌潮的影响

Effects of roughness on tidal bore

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【作者】 穆锦斌张小峰谢作涛

【Author】 MU Jin-bin, ZHANG Xiao-feng , XIE Zuo-tao (State Key Laboratory of Water Resources and Hydropower Engineering Science,Wuhan University, Wuhan 430072, China)

【机构】 武汉大学水资源与水电工程科学国家重点实验室武汉大学水资源与水电工程科学国家重点实验室 湖北武汉430072湖北武汉430072湖北武汉430072

【摘要】 通过建立一维涌潮数学模型,以概化矩形断面河道为对象,对不同糙率下的潮波变形进行分析比较. 计算得出随糙率增大,潮波上溯过程中,波形变化缓慢,涌潮强度、高度及影响范围减小,糙率大到一定程度将没有涌潮发生,得到河道摩阻对涌潮的阻碍规律.

【Abstract】 Based on the ideal rectangular cross-section watercourse, a one-dimensional tidal bore model was established. The processes of tidal wave deformation under different roughnesses were analysed and compared. Computational result shows that the deformation of tidal wave is changed slowly with the roughness increasing. The intensity, height and coverage of the tidal bore is reduced during the tidal wave is traced back in the course. And when the roughness increases more, the tidal bore will not occur. The law that roughness affects alteration of tidal bore was obtained.

【关键词】 涌潮潮波变形摩阻
【Key words】 tidal boredeformation of tidal waveroughness
【基金】 中国欧盟国际合作研究ANFAS项目.
  • 【文献出处】 武汉大学学报(工学版) ,Journal of Wuhan University of Hydraulic and Electric Engineering , 编辑部邮箱 ,2005年01期
  • 【分类号】TV139
  • 【被引频次】3
  • 【下载频次】111
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