
广东省北江流域管理局,广东 佛山 528100
Revised:2025-12-16,
Accepted:22 December 2025,
Online First:25 February 2026,
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吴奇辉,冯军涛,谢彪等.北江流域2024—2025年枯水期多目标水量调度实践与未来汛末蓄水分析[J].人民珠江,DOI:10.3969/j.issn.1001-9235.XXXX.XX.001.
WU Qihui,FENG Juntao,XIE Biao,et al.Multi-objective Water Operation Practices during the 2024—2025 Dry Season and Future End-of-flood-season Storage Analysis for the Beijiang River Basin[J].PEARL RIVER,
吴奇辉,冯军涛,谢彪等.北江流域2024—2025年枯水期多目标水量调度实践与未来汛末蓄水分析[J].人民珠江,DOI:10.3969/j.issn.1001-9235.XXXX.XX.001. DOI:
WU Qihui,FENG Juntao,XIE Biao,et al.Multi-objective Water Operation Practices during the 2024—2025 Dry Season and Future End-of-flood-season Storage Analysis for the Beijiang River Basin[J].PEARL RIVER, DOI:10.3969/j.issn.1001-9235...001.
面对气候变化背景下极端干旱事件频发与水资源竞争性利用加剧的严峻挑战,开展枯水期精细化水量调度研究,对保障流域供水安全、生态完整性与航运通畅具有重大现实意义。本次研究以珠江流域北江段为对象,基于2024—2025年极端干旱枯水期的实测资料与调度实践,系统开展了以日均与月均流量达标、压咸补淡和航运保障为核心的多目标调度研究,并基于用水需求反推汛末水库需蓄水量,明确蓄水目标。研究表明:石角断面生态基流(211 m³/s)可通过控制飞来峡水利枢纽出库流量不低于220 m³/s实现保障,区间来水较丰时可动态减少出库以节约水量;月均流量达标(250 m³/s)宜采取“初期保守、后期调节”策略,避免提早加大下泄导致后期调度能力下降;压咸补淡调度应结合天文大潮与节假日提前研判,协同上游水库补水;航运保障需维持飞来峡水位不低于23 m,并通过“上补、中调、下蓄”策略与白石窑水库的洪水波调控有效疏航。基于极端枯水情景下的水量平衡分析,反算得出流域内9宗骨干水库汛末需蓄可调水量不低于11.11亿m³,结合实际调度需求和历史运行数据,确定汛末可调水量蓄水目标为11.20亿m³,可保障多目标调度任务的实现。
Facing the severe challenges posed by the frequent occurrence of extreme drought events and the intensified competitive utilization of water resources in the context of climate change
conducting research on refined water quantity dispatch during the dry season is of great practical significance for ensuring water supply safety
ecological integrity
and smooth navigation in the basin. This study focuses on the Beijiang section of the Pearl River basin
based on the measured data and dispatch practices during the extreme drought and dry season of 2024-2025. It systematically conducts multi-objective dispatch research centered on meeting daily and monthly average flow standards
reducing saltwater and supplementing freshwater
and ensuring navigation safety. Based on water demand
the required water storage capacity of reservoirs at the end of the flood season is inversely calculated to clarify the water storage target. The research indicates that the ecological base flow (211 m³/s) at the Shijiao section can be ensured by controlling the outflow from the Feilaixia Water Control Project to be no less than 220 m³/s
and dynamically reducing outflow during periods of abundant inflow to conserve water. For meeting monthly average flow standards (250 m³/s)
a strategy of "conservative initial stage
later adjustment" should be adopted to avoid early increase in discharge that may lead to reduced dispatch capacity in the later stage. The dispatch for reducing saltwater and supplementing freshwater should be planned in advance
taking into account astronomical tides and holidays
and coordinated with upstream reservoirs for water replenishment. To ensure navigation safety
the water level at Feilaixia should be maintained at no less than 23 m
and effective navigation facilitation should be achieved through the strategy of "upper replenishment
middle dispatch
and lower storage" in conjunction with flood wave regulation at Baishiyao Reservoir. Based on the water balance analysis under extreme dry conditions
it is inversely calculated that the adjustable water storage capacity required at the end of the flood season for the nine key reservoirs in the basin is no less than 1.111 billion m³. Considering actual dispatch needs and historical operation data
the adjustable water storage target at the end of the flood season is set at 1.120 billion m³
which can ensure the achievement of multi-objective dispatch tasks.
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