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龚嘴水库坝前减淤调度的入库流量控制指标OA

Inflow control indicators of sediment reduction operation in front of the dam of Gongzui Reservoir

中文摘要英文摘要

为减少库区坝前淤积,研究瀑布沟水电站修建后不同运行调度方式对龚嘴水库冲淤演变的影响,探讨坝前减淤调度的入库流量控制指标十分重要.基于沙坪水文站入库水沙资料,分析龚嘴水库入库水沙的变化趋势和新水沙情势,确定丰、平、枯 3种典型水沙过程;构建龚嘴水库二维水沙数学模型,并采用实测资料验证模型计算结果的可靠性;采用数学模型计算典型入库水沙条件和不同水库调度方式下的库区坝前冲淤演变,探究冲淤量与入库流量的关系.结果表明:大流量时降水位运行能够将库区泥沙冲刷出库,有利于排沙和坝前区域减淤;小流量时降水位运行会冲刷库区中部,但由于坝前水动力不足,会加重坝前淤积;水库降水位排沙的临界流量为3 580 m3/s,将其作为水库调度入库流量控制指标既有利于坝前库区减淤,也减少了无效排沙对正常发电造成的影响.研究成果可为水库运行调度提供技术支撑.

The construction of the Pubugou hydropower station has caused erosion and deposition changes in Gongzui Reservoir,which has essentially reached the erosion-deposition balance.The impact of the operation and regulation mode on the erosion and deposition evolution of Gongzui Reservoir as well as the inflow control indicators of sediment reduction operation are examined in order to encourage sedimentation reduction of the reservoir in front of the dam. Based on the inflow water and sediment data from Shaping hydrological station,the changing trend of the runoff and sediment and the water and sediment situation of Gongzui Reservoir are analyzed,and the three typical water and sediment processes,namely abundant,flat,and dry,are determined.The two-dimensional mathematical model of water and sediment of Gongzui Reservoir is established,and it is verified that the model can accurately simulate the hydrodynamic process and the erosion and deposition distribution of Gongzui Reservoir by comparing it with the measured data.The erosion and deposition evolution in front of dams under the different typical water and sediment conditions and different operation and regulation modes is calculated based on the two-dimensional mathematical model,and the relationship between deposition-erosion amount and inflow rate is investigated. The findings show that:in large and average water years,lowering the water level at the right time helps reduce sedimentation in front of the dam;in small water years,the opposite is true.A high flow rate can wash sediment in the reservoir area toward the front of the dam.Additionally,lowering the water level aids in discharging sediment from the reservoir and helps decrease sediment buildup in front of the dam.Conversely,during small flow years,sediment cannot be discharged from the reservoir front due to insufficient hydrodynamic force,leading to sediment accumulation there.The critical flow rate for lowering the water level is 3 580 m3/s. In conclusion,using the critical flow rate for lowering water levels as the inflow control indicator in reservoir operation helps reduce sedimentation in front of the dam and does not affect normal power generation.Additionally,the current study can provide technical support for reservoir operations.

周佳;谢益芹;王党伟;邓安军;史红玲

国能大渡河流域水电开发有限公司龚嘴水力发电总厂,四川 乐山 614905中国水利水电科学研究院流域水循环与水安全全国重点实验室,北京 100048||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048中国水利水电科学研究院流域水循环与水安全全国重点实验室,北京 100048||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048中国水利水电科学研究院流域水循环与水安全全国重点实验室,北京 100048||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048中国水利水电科学研究院流域水循环与水安全全国重点实验室,北京 100048||中国水利水电科学研究院水利部泥沙科学与北方河流治理重点实验室,北京 100048

建筑与水利

龚嘴水库减淤降水位临界流量水沙条件

Gongzui Reservoirsediment reductionlowering water levelcritical dischargewater and sediment condition

《南水北调与水利科技(中英文)》 2026 (2)

313-322,10

国家自然科学基金项目(U22A20237)国家能源集团科技创新项目(GJNY-DDH-2023-012)

10.13476/j.cnki.nsbdqk.2026.0030

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