Analysis of Bed Changes of the Nakdong River with Opening the Weir Gate

Seong-Jun Kim, Chang-Sung Kim
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引用次数: 3

Abstract

In this study, the characteristics of bed elevation changes of the Nakdong River when weir gates are opened were analyzed using the Hydrologic Engineering Center-River Analysis System (HEC-RAS). The study area was 292.37 km downstream of the Gudam Bridge to the Nakdong estuary of the Nakdong River. The HEC-RAS program, which is a 1D numerical analysis model, was used to simulate bed elevation changes. Simulations were conducted under two scenarios from 2017 to 2019. Scenarios 1 and 2 were devised under the conditions of a fully opened gate and during gate installation, respectively. Results confirmed that, under the conditions of Scenario 1, deposition occurred in most sections from the Hapcheon-Changnyeong weir to the Changnyeong-Haman weir (a distance of approximately 40 km). In addition, it was predicted that the flow that included sediments in the main stream of the Nakdong River was not interrupted by the weir structure and regularly produced changes in the river bed.
打开堰闸后洛东江河床变化分析
利用水文工程中心-河流分析系统(HEC-RAS),分析了洛东江开闸后河床高程变化特征。研究区域位于芦滩大桥下游至洛东江洛东口292.37公里处。采用一维数值分析模型HEC-RAS程序模拟床层高程变化。在2017年至2019年的两种情景下进行了模拟。场景1和场景2分别是在闸门全开和闸门安装时设计的。结果证实,在情景1条件下,从河川-昌宁堰到昌宁-咸堰(距离约40公里)的大部分河段都发生了沉积。此外,还预测说,在洛东江干流中含有沉积物的水流并没有因为堰的结构而中断,而是定期发生河床变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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