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小北干流韩城桥南下延工程关键技术参数确定

Study on Key Technical Parameters of Qiaonan Extended Training Works in Hancheng City on Xiaobeiganliu Reach of the Yellow River
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摘要 2006年以来,黄河小北干流河段河势发生了较大变化,主流右移,危及右岸群众生命财产及企业的安全,为控导河势,迫切需要修建桥南下延工程。根据禹潼河段河势特性,分析确定了桥南下延工程的设计标准、设计水位、施工水位等关键技术参数,合理选择了工程位置线,为该河段治理工程的修建提供了技术依据。 Since 2006, river regime had changed greatly in Xiaobeiganliu reach of the Yellow River, and main stream moves fight. Human life, property and enterprises on the right bank had been threatened. In order to control the fiver regime, it was necessary and urgent to build Qiaonan extended training works. According to the regime characteristics in Yutong reach, the design standard, design water level, construction water level and other key technical parameters of Qiaonan extended training works were analyzed, and the engineering position line was chosen rationally, which gives the technical basis for river management.
出处 《人民黄河》 CAS 北大核心 2012年第12期7-8,11,共3页 Yellow River
关键词 设计水位 技术参数 工程位置线 桥南控导工程 禹潼河段 design water level technical parameters engineering position line Qiaonan training works Yutong reach
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参考文献2

  • 1董海钊;张瑞洵;潘明强.黄河禹门口至潼关河段近期治理工程可行性研究报告[R]郑州:黄河勘测规划设计有限公司,2007.
  • 2王学通;张翠萍;高超.陕西黄河韩城桥南下延工程实施方案[R]郑州:河南黄河勘测设计研究院,2011.

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