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黄河下游河型转换及弯曲变化机理 被引量:10

Theory of river pattern transformation and change of channel sinuosity ratio in Lower Yellow River
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摘要 冲积河流河型转换及弯曲变化机理是一个有争议的自然科学难题,根据河道卫星图片量测结果,分析了黄河下游各河段的主河槽弯曲系数变化,各河段的主河槽弯曲系数对比表明,小浪底水库运用后,黄河下游各河段的主河槽弯曲系数有所增大,其中游荡型河段主河槽弯曲系数由1.12增大到1.29,游荡型有向弯曲型转化的趋势;过渡性河段的主河槽弯曲系数由1.23增大到1.35,过渡性河段基本转变为弯曲型;弯曲型河段的主河槽弯曲系数由1.19增大到1.25。探讨了河道形态弯曲变化的机理,从理论上解释了水库的滞洪沉沙作用使下泄水流含沙量减小、泥沙粒径变细、洪峰调平,使下游游荡型有向弯曲型转化的趋势,主河槽弯曲系数增大。 The theory of river pattern transformation and change of sinuosity ratio of alluvial channels is a diffi- cult problem disputed in physical science. Based on the results of satellite images, the change of sinuosity ratio of the main channel of each reach in the Lower Yellow River is analysed. The results indicate that the sinuosity ratio is increasing after the Xiaolangdi reservoir was operated. The braided pattern tends to be trans- formed to meandering pattern for its sinuosity ratio increased from 1.12 to 1.29, the transitional pattern has been transformed to meandering pattern for its sinuosity ratio increased from 1.23 to 1.35, and the sinuosity ratio of meandering reach is increased from 1.19 to 1.25. The theory explains theoretically pattern transforma- tion and change in sinuosity ratio of river channel for sediment concentration decreased, grain size attenuated, and flood peak reduced due to the flood detention and sediment siltation in the reservoir.
出处 《泥沙研究》 CSCD 北大核心 2013年第1期1-6,共6页 Journal of Sediment Research
基金 十二五国家科技支撑计划项目(2012BAB02B01-03) 水利部公益性行业科研专项(200901003) 首都师范大学附中研究性学习课题
关键词 黄河下游 河床演变 河道形态 弯曲系数 均衡理论 Lower Yellow River river bed evolution channel patterns sinuosity ratio regime theory
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  • 1陈绪坚,胡春宏.基于最小可用能耗率原理的河流水沙数学模型[J].水利学报,2004,35(8):38-45. 被引量:18
  • 2陈绪坚,胡春宏.河流最小可用能耗率原理和统计熵理论研究[J].泥沙研究,2004,29(6):10-15. 被引量:13
  • 3Yang C .T. ,C. C. S. Song. Theory of Minimum Rate of Energy Dissipation[J]. Journal of the Hydraulics Division, ASCE.1979, Vol. 105, No. HY7, pp. 769 - 784.
  • 4Yang C.T., C. C.S. Song. Hydraulic Geometry and Minimum Rate of Energy Dissipation [ J ]. Water Resources Research,1981, Vol. 17, No. 4, pp. 1014 - 1018.
  • 5Chang H.H. Minimum Stream Power and River Channel Patterns[ J]. Journal of Hydrology, 1979,41, pp. 303 - 327.
  • 6Deng Z. Q., V. P. Singh. Mechanism and conditions for change in channel pattern[ J]. Journal of Hydraulic Research, 1999,Vol. 37, No.4, pp. 465 - 478.
  • 7窦国仁.平原冲积河流及潮汐河口的河床演变.水利学报,1964,(2):1-13.
  • 8Yang C.T. Potential Energy and Stream Morphology [ J ]. Water Resources Research, Vol. 7, No. 2, Apr, 1971, pp. 312 - 322.
  • 9Chang H.H. Minimum Stream Power and River Channel Patterns[J]. Journal of Hydrology, 1979,41 ,pp .303 - 327.
  • 10Yang C.T, C. C. S. Song. Hydraulic Geometry and Minimum Rate of Energy Dissipation [ J ]. Water Resources Research, 1981,Vol. 17, No. 4, pp. 1014 - 1018.

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