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水力发电学报 ›› 2025, Vol. 44 ›› Issue (12): 1-12.doi: 10.11660/slfdxb.20251201

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编辑部推荐论文:金沙江下游梯级水库联合消落优化调度研究

  

  • 出版日期:2025-12-25 发布日期:2025-12-25

Optimization of joint drawdown operation for cascade reservoirs in lower Jinsha River

  • Online:2025-12-25 Published:2025-12-25

摘要: 为了探究金沙江下游梯级水库联合消落控制策略,以发电量最大为目标,构建了融合发电、供水、航运及生态约束的梯级水库联合消落优化调度模型。采用逐步优化算法(POA)求解,选取不同频率典型来水开展模拟优化调度,定量解析上游水库群调蓄影响下的联合调度补偿效益,揭示不同来水情景的消落次序规律及最低消落水位控制区间。结果表明:除遇特枯来水,通过乌东德、白鹤滩水库对溪洛渡、向家坝水库进行补偿调节,梯级整体可增发电量18 ~ 28亿kW?h(2% ~ 3%)。在来水正常或偏丰情况下,推荐梯级从上游至下游有序消落;来水偏枯情况下白鹤滩优先消落,均匀控制消落水位;除遇特枯来水,溪洛渡尽量维持高水位运行,5月中下旬开始集中消落。推荐乌东德、白鹤滩水库5月上中旬消落至防洪限制水位,6月上旬消落至最低水位,之后开始逐步回蓄;白鹤滩最低消落水位区间为765 ~ 780 m,来水越丰水位消落越深;除遇特枯来水,推荐溪洛渡最低消落水位为560 m。

关键词: 金沙江下游, 梯级水库, 联合消落调度, 补偿调节, 消落次序

Abstract: To explore the coordinated drawdown control strategy for cascade reservoirs in the lower Jinsha River, an optimization model for joint drawdown operation is developed to maximize power generation as the objective. This model integrates those constraints related to power generation, water supply, navigation, and ecology, and uses the Progressive Optimization Algorithm (POA) for model solution. Numerical simulations are conducted for typical inflow scenarios of different frequencies, focusing on quantitative analysis of the compensation benefits of joint operation under the upstream reservoir regulation, and on the drawdown sequence patterns and the optimal control ranges of minimum drawdown water levels under varying inflow conditions. Results show that except for the extreme low-flow scenarios, compensating regulation of the flow-from the Wudongde and Baihetan reservoirs to the Xiluodu and Xiangjiaba reservoirs-enables the cascade system’s total power output to increase by 1.8 - 2.8 billion kW?h (2% - 3%). We recommend that in normal or high-flow scenarios, sequential drawdown should be taken from the upstream to downstream reservoirs, while in low-flow scenarios, the Baihetan reservoir should prioritize drawdown and control the water level dropping as evenly as possible. Except for the extreme low-flow scenarios, the Xiluodu reservoir should maintain high water level to the full, and start a concentrated drawdown in mid-to-late May. We also recommend that the storage in the Wudongde and Baihetan reservoirs should be raised to the flood limited water level in early-to-mid May, be lowered to the lowest in early June, and then start gradual refilling. And the Baihetan reservoir’s lowest drawdown level is 765 - 780 m, with lower drawdown levels in higher flow periods; except for the extreme low-flow scenarios, the Xiluodu reservoir’s lowest drawdown level is 560 m.

Key words: lower Jinsha River, cascade reservoirs, joint drawdown operation, compensation regulation, drawdown sequence

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