李小平, 李文学, 李勇, 尚红霞. 水库拦沙期黄河下游洪水冲刷效率调整分析[J]. 水科学进展, 2007, 18(1): 44-51.
引用本文: 李小平, 李文学, 李勇, 尚红霞. 水库拦沙期黄河下游洪水冲刷效率调整分析[J]. 水科学进展, 2007, 18(1): 44-51.
LI Xiao-ping, LI Wen-xue, LI Yong, SHANG Hong-xia. Analysis of erosion efficiency and adjustment of flood in the lower Yellow River during the storage periods[J]. Advances in Water Science, 2007, 18(1): 44-51.
Citation: LI Xiao-ping, LI Wen-xue, LI Yong, SHANG Hong-xia. Analysis of erosion efficiency and adjustment of flood in the lower Yellow River during the storage periods[J]. Advances in Water Science, 2007, 18(1): 44-51.

水库拦沙期黄河下游洪水冲刷效率调整分析

Analysis of erosion efficiency and adjustment of flood in the lower Yellow River during the storage periods

  • 摘要: 分析了三门峡水库和小浪底水库拦沙期黄河下游低含沙量洪水的冲刷效率,结果显示:水库拦沙期黄河下游洪水的全沙冲刷效率在平均流量小于4 000 m3/s时随着洪水平均流量的增大而增大,当流量达到4 000 m3/s以后,冲刷效率随着流量的增大不再显著增加,基本保持在20 kg/m3。通过研究分组泥沙的冲刷效率,发现全沙冲刷效率在流量大于4 000 m3/s后细颗粒泥沙冲刷效率降低的幅度大于粗颗粒泥沙冲刷效率增加的幅度,河床细颗粒泥沙的补给能力对全沙冲刷效率具有决定性作用。建议在小浪底水库拦沙期,调控下泄流量使进入下游河道的洪水平均流量在4 000 m3/s左右,使黄河下游洪水的冲刷效率最大,从而实现利用有限的水资源产生最大的冲刷效益,增大下游河道的排洪能力。

     

    Abstract: This paper analyzes the erosion efficiency of floods in the lower Yellow River during the storage periods of the Sanmenxia reservoir and the Xiaolangdi reservoir The results indicate that,when the discharge is less than 4 000 m3/s,the erosion efficiency of the total sediment in the downstream of the dam increases with the increasing of average flood discharge, while it maintains a constant value when the discharge is greater than 4000 m3/s. By investigating the erosion efficiency through the group sediment,we find that the decrease of the erosion efficiency of the fine sediment load is higher than the in creae of the erosion efficiency of the coarse one,which may be the crucial reason why the erosion efficiency of the total sediment load does not increase with the increase of the average flood discharge any more when the discharge is greater than 4000m3/s. The supply of the fine sediment load from the riverbed is the major factor affecting the erosion efficiencies of the total sediment load. It is suggested that the average flood discharge during the storage periods of the Xiaolangdi reservoir should be controlled at about 4000 m3/s to obtain the highest erosion efficiency. We can make good use of the limited water resources and improve the drainage capacity of the channel in the Lower Yellow River.

     

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