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水力发电学报 ›› 2026, Vol. 45 ›› Issue (2): 84-95.doi: 10.11660/slfdxb.20260207

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龙门-三门峡河段冲淤拐点变化及其对潼关高程的影响

  

  • 出版日期:2026-02-25 发布日期:2026-02-25

Shifting of scour-silting inflection points in Longmen-Sanmenxia reach and their impacts on Tongguan riverbed elevation

  • Online:2026-02-25 Published:2026-02-25

摘要: 潼关断面是黄河中游水库群联合调度中水沙输移的重要节点。本文基于三门峡水库“蓄清排浑”运用以来实测数据,研究龙门–三门峡河段冲淤时空分布特征与潼关高程演变规律。结果表明,龙潼河段非汛期冲刷、汛期淤积,而潼三河段冲淤规律与之相反,即在龙三河段存在泥沙冲淤转变的拐点。2010—2021年,非汛期由冲转淤的拐点集中在潼关断面上游龙潼河段的河尾段,其位置主要与龙门站非汛期水流能量有关,水流能量每增加1×106 J/m,拐点向下游移动约19.45 km;汛期由淤转冲的拐点集中在潼关断面下游潼三河段的库尾段,水流能量每增加1×106 J/m,拐点向上游移动32.10 km。同一水文年内非汛期/汛期两拐点分别是游荡型河段沿程冲刷的终点与库区河段冲刷的起点。两个拐点间河段长期处于微冲微淤状态。潼关断面恰位于两拐点之间,其高程与两拐点的间距呈正比关系。拐点间距越大表明冲刷效率近似为零的河段范围越大,潼关高程愈难以有效降低。通过进一步改善黄河中游水沙关系,提高龙三河段水流能量,是降低潼关高程的有效措施。

关键词: 龙门–三门峡河段, 冲淤拐点, 回水范围, 水流能量, 潼关高程

Abstract: The Tongguan section serves as a crucial node for water and sediment transport in the joint operation of reservoir groups in the middle Yellow River. Based on the data measured in the Sanmenxia reservoir since implementing its operation of storing clear water and discharging sediment, this study examines the spatiotemporal distribution characteristics of scour and silting in the Longmen-Sanmenxia reach and the evolution of the Tongguan riverbed elevation. The results show that this reach’s upper section (Longmen-Tongguan) experiences scour in non-flood season and silting in flood season, whereas opposite is the pattern of scour and silting in its lower section (Tongguan-Sanmenxia). Specifically in the study reach, an inflection point occurs for transition between scour and silting. In the non-flood seasons of 2010-2021, the reach’s scour-to-silting inflection points were concentrated in the tail of Longmen-Tonguan upstream of the Tongguan station. Their locations were mainly related to flow energy at the Longmen station-they shifted downstream by roughly 19.45 km for every 1×106 J/m increase in flow energy. In contrast, in the flood seasons, the silting-to-scour inflection points were concentrated in the reservoir tail of Tongguan-Sanmenxia downstream of Tongguan; they shifted upstream by 32.10 km for every 1×106 J/m increase in flow energy. Within the same hydrological year, the non-flood season and flood season inflection points serve as the endpoint of along-channel scour in the wandering river reach and the starting point of scour in the reservoir, respectively. Between these two points, slight scour or slight silting occurs. Tongguan is located exactly right between them, and its bed elevation is proportional to the distance between them. A larger distance indicates a wider range of the river reach that stays in the state of slight scour and slight silting, which means it is more difficult to effectively lower the Tongguan riverbed elevation. To overcome the difficulty, an effective measure should be to enhance flow energy in the study reach through optimizing the water-sediment relationship in the middle Yellow River.

Key words: Longmen-Sanmenxia reach, erosion and deposition inflection point, backwater length, water flow energy, riverbed elevation at Tongguan

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