内城川陡曲河道流量特性及河道变化的数值模拟

C. Jang
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引用次数: 4

摘要

本文采用二维数值模型nys2dh研究了流量对流动特性和床层变化的影响。通过弯曲部分后,弯曲通道外侧的水深较狭窄部分形成更深。宽断面发育点坝,弯断面内侧水深较浅。水流集中在曲流段的外侧,流向深水区。在形成直线的下游段,水流集中在床层中心。由于曲流的不断形成,形成了深水区和浅水区的交替。这些特征是受曲流中强两流的影响而形成的。在流速集中的区域,无因次牵引力也很大。而在窄急曲流河段,由于强二次流的作用,河床的变化格局、流速和无因次牵引力的空间分布格局不一致。
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Numerical Simulation of Flow Characteristics and Channel Changes with Discharge in the Sharped Meandering Channel in the Naeseongcheon, Korea
: This study investigates the flow characteristics and bed changes with discharge using a two-dimensional numerical model, Nays2DH. The water depth at the outer part of curved channel is formed deeper from the narrow part after passing through the curved part. The point bar is developed in the wide section and water depth is shallow in the inside of the curved section. The flow is concentrated in the outer pater of the meandering section, which leads to the deep water. In the downstream section where the straight line formed, the flow is concentrated at the center of the bed. Alternating deep water and shallow places are generated due to the continuous formation of meandering. These characteristics are formed by the influence of strong two-stream flow in meandering stream. The dimensionless tractive force is also large in the region where the flow velocity is concentrated. However, in the narrow and sharp meandering river reaches, the pattern of bed changes and the spatial distribution patterns of flow velocity and dimensionless tractive force are inconsistent in the narrow and sharp meandered reaches due to the strong secondary flow.
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