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EFFECTS OF DIKES ON NAVIGATION IN BRAIDED CHANNEL, THE AYEYARWADY RIVER, MYANMAR

机译:堤防对缅甸阿依阿瓦底江通航通道内航行的影响

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摘要

This study presents sediment transport characteristics and sediment related problems in thernAyeyarwady River first and the proper use of dikes to keep the navigable flow depth in a main channel ofrnbraided channels is discussed. The study reach is 25 km long around Mandalay City along thernAyeyarwady River in Myanmar. The depth integrated two dimensional bed deformation analysis has beenrnperformed to understand the change of the flow pattern and bed deformation characteristics in braidedrnchannels. The bed deformation analysis is carried out under two conditions such as with dike and withoutrndike installation. In case of the simulation with dikes, installation of the dikes in bifurcated channels isrneffective to suppress the temporal change of the main channel which is used for ship navigation. It isrnconsidered that these dikes would be effectively reduced the dredging frequency.
机译:本研究首先提出了伊洛瓦底江的输沙特征和与泥沙有关的问题,并讨论了如何合理利用堤坝来保持辫状河道主河道的通航深度。这项研究的范围是沿着曼德勒市(Mandalay City)沿着缅甸的特洛伊(Ayeyarwady)河,长25公里。进行了深度综合二维床变形分析,以了解辫状河道的流型变化和床变形特性。床身变形分析是在两个条件下进行的,例如安装堤坝和不安装堤坝。在用堤防进行模拟的情况下,将堤防安装在分叉通道中对于抑制用于船舶航行的主要通道的时间变化是无效的。考虑到这些堤防将有效地减少疏the频率。

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  • 来源
    《第61回水工学論文集》|2017年|1.889-1.894|共6页
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  • 作者单位

    Member of JSCE, Ph.D. student, Dept of Civil and Earth Resources Engineering, Graduate School of Engineering, Kyoto University;

    Member of JSCE, Dr. of Eng., Associate Professor, Disaster Prevention Research Institute, Kyoto University;

    Member of JSCE, Dr. of Eng., Professor, Disaster Prevention Research Institute, Kyoto University;

    Director, Directorate of Water Resources and Improvement of River Systems, Ministry of Transport, Myanmar;

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  • 正文语种 eng
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