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漫滩水流二次流项系数研究

杨中华 高伟 槐文信

杨中华, 高伟, 槐文信. 漫滩水流二次流项系数研究[J]. 应用数学和力学, 2010, 31(6): 681-689. doi: 10.3879/j.issn.1000-0887.2010.06.005
引用本文: 杨中华, 高伟, 槐文信. 漫滩水流二次流项系数研究[J]. 应用数学和力学, 2010, 31(6): 681-689. doi: 10.3879/j.issn.1000-0887.2010.06.005
YANG Zhong-hua, GAO Wei, HUAI Wen-xin. Study on the Secondary Flow Coefficient of Overbank Flow[J]. Applied Mathematics and Mechanics, 2010, 31(6): 681-689. doi: 10.3879/j.issn.1000-0887.2010.06.005
Citation: YANG Zhong-hua, GAO Wei, HUAI Wen-xin. Study on the Secondary Flow Coefficient of Overbank Flow[J]. Applied Mathematics and Mechanics, 2010, 31(6): 681-689. doi: 10.3879/j.issn.1000-0887.2010.06.005

漫滩水流二次流项系数研究

doi: 10.3879/j.issn.1000-0887.2010.06.005
基金项目: 国家自然科学基金资助项目(50749031);教育部博士点基金资助项目(20070486022)
详细信息
    作者简介:

    杨中华(1977- ),男,山东成武人,副教授,博士(联系人.E-mail:yzh@whu.edu.cn).

  • 中图分类号: TV133.1

Study on the Secondary Flow Coefficient of Overbank Flow

  • 摘要: 基于SKM方法,引入二次流项系数,给出了漫滩水流水深平均流速沿横向分布的二维解析解.文中对SERC-FCF的系列试验进行了模拟,计算结果与实测资料吻合较好.在此基础上,进一步研究了复式河道断面形态对二次流项系数的影响,并分析了造成各种影响的原因.计算结果表明,二次流项系数的大小与断面形态有关,而其正负号与二次流的方向有关,这为二次流项系数的选取提供了参考依据.
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出版历程
  • 修回日期:  2010-03-25
  • 刊出日期:  2010-06-15

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