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水力发电学报 ›› 2026, Vol. 45 ›› Issue (10): 125-140.doi: 10.11660/slfdxb.20261012

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黄河宁夏段洪水风险响应研究——以青铜峡至石嘴山河段为例

  

  • 出版日期:2026-10-25 发布日期:2026-10-25

Flood risk response characteristics in Ningxia section of Yellow River. A case study of Qingtongxia-Shizuishan reach

  • Online:2026-10-25 Published:2026-10-25

摘要: 为揭示黄河宁夏青铜峡至石嘴山河段洪水风险响应特征,定量识别洪峰变化下淹没要素及土地利用暴露差异,基于安澜模拟系统构建长约207 km的二维水动力模型。融合DEM、实测断面、1950—2022年实测流量及土地利用数据,设置历史典型洪水和不同重现期设计洪水情景,开展洪水淹没模拟、综合风险评价和响应敏感性分析。历史典型洪水淹没面积为265.09 ~ 319.21 km2,设计洪水为458.75 ~ 480.81 km2,高风险区占比超过80%。敏感性分析表明,从五年一遇至百年一遇,洪峰流量增加82.75%,但淹没面积、平均水深与最大洪水流速增幅均小于5%,说明研究河段淹没范围及主要水动力指标受滩槽地形和堤防约束影响,对洪峰流量变化表现出弱敏感性,洪水风险增强更多体现为淹没历时延长和洪水到达时间提前。研究结果可为黄河宁夏青铜峡至石嘴山河段防洪规划、滩区土地利用优化和应急风险管理提供技术依据。

关键词: 洪水模拟, 淹没分析, 二维水动力模型, 洪水敏感度分析, 风险评价, 青铜峡水库

Abstract: This study develops a two-dimensional hydrodynamic model covering a river section roughly 207 km long using Anlan Simulation System to characterize its flood-risk responses and quantify variations in its inundation metrics and land-use exposure under the peak runoff discharge. The model integrates a digital elevation model, the cross-sections surveyed, the 1950-2022 discharge records observed, and certain land-use data in a case study of the Qingtongxia-Shizuishan reach of the Yellow River in Ningxia. Using the return periods of 5-100 years, we simulate the historical typical floods and design floods to assess flood inundation, comprehensive risk, and response sensitivity. Simulations show that the inundated area was in a range of 265.1-319.2 km2 under the historical-flood scenarios, and a range of 458.8-480.8 km2 under the design-flood scenarios, with high-risk zones accounting for more than 80% of the inundated area under the latter scenarios. We conduct a sensitivity analysis and find that in the case of the design flood increasing from the 5-year to 100-year, its peak discharge increases by 82.75%, whereas the inundated area, mean water depth, and maximum flood velocity increase by less than 5%. These results indicate that the levees and floodplain-channel topography constrain the inundation and weaken the responses of major hydrodynamic metrics to an increasing peak discharge. The increase in flood risk often takes the forms of longer inundation duration and earlier flood arrival. The findings are very useful for flood-control planning, floodplain land-use optimization, and emergency risk management in the study reach.

Key words: flood simulation, inundation analysis, two-dimensional model, flood response sensitivity analysis, risk assessment, Qingtongxia Reservoir

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