Analysis of flow characteristics around islands due to semi-diurnal currents in the Han River, Korea
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  • 作者:Il Won Seo ; Young Do Kim ; Chang Geun Song
  • 关键词:Han River ; tidal reach ; flood current ; depth ; averaged flow model ; velocity field ; in ; river islands
  • 刊名:KSCE Journal of Civil Engineering
  • 出版年:2015
  • 出版时间:September 2015
  • 年:2015
  • 卷:19
  • 期:6
  • 页码:1905-1915
  • 全文大小:1,216 KB
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  • 作者单位:Il Won Seo (1)
    Young Do Kim (2)
    Chang Geun Song (3)

    1. Dept. of Civil and Environmental Engineering, Seoul National University, Seoul, 151-744, Korea
    2. Dept. of Environmental Science and Engineering, Nakdong River Environmental Research Center, Inje University, Gimhae, 621-749, Korea
    3. Dept. of Safety Engineering, Incheon National University, Incheon, 406-772, Korea
  • 刊物类别:Engineering
  • 刊物主题:Civil Engineering
    Industrial Pollution Prevention
    Automotive and Aerospace Engineering and Traffic
    Geotechnical Engineering
  • 出版者:Korean Society of Civil Engineers
  • ISSN:1976-3808
文摘
In this study, an unsteady 2D depth-averaged flow model by Petrov-Galerkin stabilization was developed to investigate flow characteristics caused by semi-diurnal current at the tidal reach of the Han River. In order to analyze the velocity field around islands located in the mid-course of the Han River, simulations of the transient flow were conducted with principal lunar and solar semidiurnal constituent conditions. In addition, the influence of an artificial island construction located at the tributary confluence was quantitatively examined. The results show that, under normal flow condition, around Bam Island, main flow was inclined to the left half of the river span, and the velocity reversal was occurred during the flood tide which would result in the deposition sediment to form the Island. Under bank-full flood condition, velocities around No-deul Island were higher than those around Seon-yu Island reaching 3.5 m/s in maximum. The construction of the artificial island at the Jung-nang Stream confluence caused the significant reduction in the flood conveyance of the Han River and 90% increase in maximum velocity during the bank-full flood flow condition.

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