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黄河潼关上下游不同河段淤积量对潼关高程的影响 被引量:3

Influence of sediment deposition in upstream and downstream reaches on surface elevation at Tongguan station in the Yellow River
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摘要 基于实测大断面资料,采用相关分析法,开展了对三门峡水库自1974年采用蓄清排浑运用方式以来不同河段累计淤积量与潼关高程相关关系的研究,分析了各河段累计淤积量与潼关高程的相关系数。分析结果显示大禹渡以上各河段累计淤积量与潼关高程相关性较好,相关系数为0.83-0.90。大禹渡以下各河段累计淤积量与潼关高程相关性较差,相关系数在0.57以下。相关分析表明,大禹渡以上各河段累计淤积量对潼关高程的抬升产生了主要影响。因此,要控制潼关高程抬升,主要应抑制大禹渡以上各河段的累积性淤积。 Based on observed data of lager cross sections,-volumes of deposition from different reaches were measured since Sanmenxia Reservoir has been used to store clear water and discharge muddy water in 1974. Correlation coefficient between Tongguan elevation and cumulative volume of deposition from each reaches in the upstream and downstream of the Tongguan station are used in the correlation analysis method.Analysis shows that correlativity between Tongguan elevation and cumulative volume of deposition from each reach of the upstream above Dayudu station are better,with correlation coefficients as 0.83-0.90.On the other hand, correlativity between Tongguan elevation and cumulative volume of deposition from each reach of the down- stream river of Dayudu station is worse,with the correlation coefficient less than 0.57.The result indicates that the cumulative volume of deposition in each upstream river reaches above Dayudu station took on a signifi- cant effect on the increase of Tongguan elevation.Therefore,it is important to reduce cumulative deposition on each river reaches upstream the Dayudu station,so as to control water flow level at Tongguan,and to avoid wa- ter level further rising.
作者 林秀芝 董晨燕 苏林山 胡恬 LIN Xiu-zhi;DONG Chen-yan;SU Lin-shan;HU Tian(Yellow River Institute of Hydraulic Research,YRCC,Zhengzhuo 450003,China;Key Laboratory of Yellow River Sediment Research,MWR ,Zhengzhou450003,China;Yellow River Engineering Consulting Company,Ltd.,Zhengzhou 450003,China)
出处 《泥沙研究》 CSCD 北大核心 2018年第6期35-39,共5页 Journal of Sediment Research
基金 国家重点研发计划项目(2017YFC0404402) 中央级公益性科研院所基本科研业务费专项(HKY-JBYW-2017-14)
关键词 累计性淤积量 淤积河段 三门峡水库 潼关高程 黄河 deposition volume deposition location Sanmenxia reservoir Tongguan elevation the Yellow River
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  • 1胡春宏,郭庆超,陈建国.降低潼关高程途径的研究[J].中国水利水电科学研究院学报,2003,1(1):30-35. 被引量:10
  • 2侯素珍,王平.桃汛洪水对潼关高程作用分析[J].泥沙研究,2005,30(1):53-56. 被引量:13
  • 3林秀芝,侯素珍,常温花,楚卫斌.利用桃汛洪水降低潼关高程原型试验效果分析[J].人民黄河,2007,29(3):14-15. 被引量:4
  • 4侯素珍,王平,张翠萍,常温花.桃汛期潼关高程冲刷条件研究[J].人民黄河,2007,29(3):16-17. 被引量:5
  • 5韩其为.水库淤积与河床演变的(一维)数学模型[J].泥沙研究,1987,3.
  • 6邢大韦 等.影响三门峡库区潼关高程的主要因素和控制措施[A]..三门峡水利枢纽运用四十周年论文集[C].黄河水利出版社,2001年..
  • 7黄河水利科学研究院.潼关河段清淤关键技术研究[R].,2001.10.
  • 8黄河水利科学研究院.小浪底水库初期运用条件下三门峡水库运用方式研究[R].,2002.11.
  • 9黄河勘测规划设计有限公司.黄河三门峡库区大禹渡至稠桑河段裁弯疏导稳定流路降低潼关高程试验工程实施方案[R].郑州:黄河勘测规划设计有限公司,2003..
  • 10黄河水利科学研究院.2003年三门峡库区冲淤演变及潼关高程变化[Z].郑州:黄河水利科学研究院,2004..

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