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Assesment of Riverbed Change Due to the Operation of a Series of Gates in a Natural River

机译:天然河中一系列闸门的运行导致河床变化的评估

摘要

Changes in the bed of Geum River (L=130 km from Daechung regulation dam to Geum River estuarial bank) in South Korea were predicted using the 1-D HEC-RAS model and the 2-D CCHE2D model. Three movable weirs have been installed and dredging has been carried out in Geum River under the Four Major Rivers Restoration Project (2009-2012).Inflow data of sub basins were calibrated with daily runoff data generated by PRMS based on a hydrologic unit map. To determine the gate opening height for maintaining the management water level, unsteady analysis was performed using HEC-RAS. Thereafter, long-term riverbed changes through quasi-unsteady analysis were simulated for 20 years. In order to investigate the effect of movable weirs, sediment analysis was done for three cases of gate opening: case 1 is fully close, case 2 is fully open, and case 3 is regulating gates by the operating rule. Also, short-term riverbed changes were predicted with CCHE2D for 11 days in the problem area, depending on the results of 1-D model, and the effect of dikes was examined.In future, gate operation and structural methods such as dikes must be in step with each other in order to manage sediment and rivers in an ecofriendly manner.
机译:使用一维HEC-RAS模型和二维CCHE2D模型预测了韩国锦江河床(从大中调节坝到锦江河口的L = 130公里)的变化。 2009年至2012年,在四大河修复工程中,锦江已安装了三个活动堰并进行了疏ging工作。根据水文单元图,利用PRMS产生的每日径流数据校准了子盆地的入流数据。为了确定维持管理水位的闸门打开高度,使用HEC-RAS进行了不稳定分析。此后,通过拟不稳定分析模拟了20年的长期河床变化。为了研究活动堰的影响,对三种闸门打开情况进行了沉积物分析:第一种情况是完全关闭的,第二种情况是完全打开的,第三种情况是根据操作规则调节闸门的。此外,根据一维模型的结果,用CCHE2D预测了问题区域11天的短期河床变化,并检查了堤防的影响。将来,必须使用闸门操作和堤防等结构方法相互配合,以便以生态友好的方式管理沉积物和河流。

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  • 作者

    Kim Zooho;

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  • 年度 2013
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  • 原文格式 PDF
  • 正文语种 en
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