张敏, 黄河清, 张晓华. 黄河下游漫滩洪水冲淤规律[J]. 水科学进展, 2016, 27(2): 165-175. DOI: 10.14042/j.cnki.32.1309.2016.02.001
引用本文: 张敏, 黄河清, 张晓华. 黄河下游漫滩洪水冲淤规律[J]. 水科学进展, 2016, 27(2): 165-175. DOI: 10.14042/j.cnki.32.1309.2016.02.001
ZHANG Min, HUANG Heqing, ZHANG Xiaohua. A study of the characteristics of sedimentation in the Lower Yellow River during overbank floods[J]. Advances in Water Science, 2016, 27(2): 165-175. DOI: 10.14042/j.cnki.32.1309.2016.02.001
Citation: ZHANG Min, HUANG Heqing, ZHANG Xiaohua. A study of the characteristics of sedimentation in the Lower Yellow River during overbank floods[J]. Advances in Water Science, 2016, 27(2): 165-175. DOI: 10.14042/j.cnki.32.1309.2016.02.001

黄河下游漫滩洪水冲淤规律

A study of the characteristics of sedimentation in the Lower Yellow River during overbank floods

  • 摘要: 滩地的淤积层分布记录着以往漫滩洪水的特征,即反映漫滩洪水的量级、频率和持续时间等,同时河漫滩也是预估河流泥沙、洪水灾害防治和湿地生态系统保护等的重要组成部分。根据黄河下游水文年鉴资料,分析滩地的淤积与漫滩洪水的定量关系,为未来河流泥沙预估提供依据。经分析得到大漫滩洪水在来沙系数S/Q<0.030 kg·s/m6时,主槽冲刷而滩地淤积,反之则滩槽同淤。当S/Q<0.030 kg·s/m6时,大漫滩洪水滩地的淤积量主要与漫滩系数Qmax/Qp、上滩水量W0和含沙量S有关;大漫滩洪水的主槽冲刷量则除了与洪水期水量W和沙量Ws有关外,还与滩地的淤积量有关。一般漫滩洪水,当来沙系数S/Q<0.023 kg·s/m6时,主槽冲刷而滩地淤积,反之则滩槽同淤。一般漫滩洪水主槽冲刷量与来沙系数S/Q和洪水期水量W有关,而滩地淤积量仅与含沙量S有关。黄河下游漫滩洪水滩地的淤积和主槽的冲刷主要发生在孙口以上河段,而孙口以下河段主槽冲刷和滩地淤积量均较少。

     

    Abstract: The stratigraphic structure of floodplains records the character of overbank floods occurred in the past, typically their magnitude, frequency and duration. For estimating and forecasting sediment load carried by overbank floods and for preventing from flood disasters and protecting wetland ecosystems, this study investigates the relationship between sedimentation and overbank floods in the lower Yellow River. Using the data from the Hydrological Yearbook of the Yellow River, our detailed analysis shows that during very large floods the channel of the river flow is erosional while the floodplain appears aggradational when S/Q (S is the sediment concentration and Q is the flow discharge) is smaller than 0.03. When S/Q is larger than 0.03, however, both channel and floodplain accumulate sediment. The amount of sedimentation in the floodplain is determined by the ratio of Qmax/Qp (Qmaxis the peak flow discharge and Qp is the bankfull flow discharge), the water volume over the floodplain and S. In contrast, the erosion in the channel is related not only to the water volume and sediment load of the floods but also to the sedimentation in the floodplain. During the normal overbank floods, both channel and floodplain accumulate sediment when S/Q is larger than 0.023, but when S/Q is smaller than 0.023, the channel is erosion while the floodplain appears aggradational. The channel erosion is related to S/Q and water volume of the floods while the sedimentation in the floodplain is mainly related to sediment concentration. Along the whole length of the lower Yellow River, the erosion in the channel and the sedimentation in the floodplain are concentrated mainly in the upstream reach of Sunkou, while the downstream reach of Sunkou experiences only slight erosion or minor aggradationt.

     

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