金沙江中游龙头水库对南水北调东线工程水量与水质影响
蒋沅峻 , 崔正辉 , 寇立夯 , 陈明洪 , 黄磊 , 陈鑫
南水北调与水利科技(中英文) ›› 2026, Vol. 24 ›› Issue (4) : 955 -964.
金沙江中游龙头水库对南水北调东线工程水量与水质影响
Impacts of the leading reservoir in the middle Jinsha River on water quantity and water quality of the East Route of the South-to-North Water Transfers Project
为保障跨流域调水工程运行安全、充分发挥其对受水区缺水的缓解作用,形成大型调节水库联合调度对调水水量和水质安全作用的统一分析框架。以金沙江中游龙头水库参与调度条件下的南水北调东线工程为研究对象,构建“上游梯级联合调度-河床演变-取水口水量水质-受水区响应”的综合分析方法,在典型特枯水年量化评估其对工程取水、供水保障及水质的影响。结果显示:龙头水库可使取水口年可取水量增加21亿~38亿m3,年取水保障程度提升15%~31%至100%;受水区年缺水量减少64%~87%,非汛期水质同步改善,取水口及沿线湖泊污染物质量浓度分别下降5%~6%、3.4%~8.4%。研究表明,龙头水库可显著提升东线工程水安全,该方法无需高维精细模型即可揭示“上游调节改变取水条件,进而改善供水能力和水质”的作用机制,为同类工程调度管理提供参考。
Large interbasin water diversion projects heavily rely on downstream intake restrictions and upstream flow regulation for operational security, particularly during droughts and non-flood seasons. Although large multi-year regulation reservoirs are increasingly involved in basin-wide joint operations, there is still a lack of a unified framework for quantifying their combined impacts on water quantity security and water quality responses in diversion systems. The purpose of this work is to clarify and quantify the role of the leading reservoir (middle Jinsha River, upper Yangtze Basin) in improving both water quantity reliability and water quality conditions on the South-to-North Water Transfers Project's East Route. An integrated analytical framework was developed by including cascade joint reservoir operation, a one-dimensional hydrodynamic-water quality model incorporating riverbed evolution effects, intake constraints at key control sections, water resources allocation in receiving areas, and water quality responses along connected lakes. Two representative dry hydrological years (2006 and 2022) were examined under scenarios with and without leading reservoir regulation, focusing on annual and seasonal characteristics, particularly the non-flood season. Under drought conditions, the regulation scenario significantly improved diversion intake capability and reliability, with the benefits concentrated during the non-flood season when natural runoff was insufficient. The diversion intake produced an increase of about 2.1 to 3.8 billion m 3 in annual available intake relative to the measured condition, and annual intake assurance was increased by 15 to 31 percentage points to achieve full assurance. Shortages in receiving areas were correspondingly alleviated, with annual water shortages reduced by 64% to 87%, indicating that the upstream regulation benefit was effectively transmitted through the diversion-allocation chain rather than remaining a local improvement at the intake section. Water quality co-benefits were also demonstrated. During the non-flood season, mass concentrations of the permanganate index, ammonia nitrogen, and total phosphorus at the diversion intake were generally reduced by about 5% to 6% under the regulation scenario compared with the scenario without leading reservoir regulation, consistent with strengthened hydrodynamic exchange and dilution capacity associated with regulated releases. Along connected lakes, clearer seasonal responses were identified: non-flood-season pollutant mass concentration reductions ranged from 3.4% to 8.4%, reflecting the greater vulnerability of lake water quality under low-water-level and weak-exchange conditions, as well as the higher marginal effectiveness of additional regulated inflow during this period. These findings showed that the leading reservoir's multi-year regulation capacity provided critical support for stabilizing diversion operations during droughts by improving intake feasibility, increasing receiving-area supply reliability, and mitigating non-flood-season water quality risk. Beyond reporting isolated improvements, the integrated framework was shown to be capable of quantitatively characterizing the transmission mechanism whereby upstream regulation altered downstream intake conditions and subsequently improved supply performance and water quality responses, without reliance on high-dimensional fine-resolution models. The proposed approach, therefore, offered a practical and mechanism-based basis for coordinated operation and management of comparable interbasin water diversion projects subject to strong intake constraints and seasonal water quality sensitivity.
| [1] |
郭旭宁, 刘为锋, 邢西刚, |
| [2] |
夏军, 陈进, 佘敦先. 2022年长江流域极端干旱事件及其影响与对策[J]. 水利学报, 2022, 53(10): 1143-1153. DOI: 10.13243/j.cnki.slxb.20220730. |
| [3] |
|
| [4] |
张运林, 蔡永久, 彭凯, |
| [5] |
PowerChina Zhongnan Engineering Corporation Limited. Analysis of hydrological regimes in the mainstream Yangtze River before and after the completion of Longpan Project[R]. 2024. |
| [6] |
|
| [7] |
|
| [8] |
|
| [9] |
张为, 黎睿, 王丹阳, |
| [10] |
马立亚, 沈晓钧, 雷静, |
| [11] |
王兴菊, 孙杰豪, 赵然杭, |
| [12] |
尹祖迎, 柴元方. 长江中游宜昌−螺山段同流量下中水位变化特征及机制研究[J]. 水电能源科学, 2022, 40(10): 31-34. DOI: 10.20040/j.cnki.1000-7709.2022.20220313. |
| [13] |
|
| [14] |
|
| [15] |
任源鑫, 曾思栋, 夏军, |
| [16] |
|
| [17] |
|
| [18] |
王长金, 胡鹏, 李薇, |
| [19] |
|
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
李星锐, 卢有麟, 覃晖. 金沙江-雅砻江梯级多业主水电站群联合调度补偿效益研究[J]. 水电能源科学, 2016, 34(1): 61-65. DOI: 10.20040/j.cnki.1000-7709.2016.01.015. |
| [24] |
韩冬, 方红卫, 陈明洪, |
| [25] |
禹雪中, 杨志峰, 钟德钰, |
| [26] |
|
| [27] |
方国华, 赵文萃, 李鑫, |
| [28] |
武周虎. 有限时段源一维水质模型的求解及其简化条件[J]. 中国水利水电科学研究院学报, 2017, 15(5): 397-408. DOI: 10.13244/j.cnki.jiwhr.2017.05.011. |
| [29] |
徐进, 黄廷林, 李凯, |
| [30] |
贾丹妮, 武连洲, 粟晓玲, |
| [31] |
付湘, 赵小丹, 彭少明, |
| [32] |
王晔, 王威浩, 鲍淑君, |
| [33] |
彭煜馨. 考虑引汉济渭外调水的区域水资源优化配置研究[D]. 西安: 西安理工大学, 2024. DOI: 10.27398/d.cnki.gxalu.2024.001665. |
| [34] |
张睿, 李纪辉, 鲁春辉, |
| [35] |
傅巧萍, 张佳梅, 曹辉. 虎跳峡河段梯级对下游梯级电站水资源利用效益的补偿作用[J]. 长江科学院院报, 2024, 41(11): 15-22. DOI: 10.11988/ckyyb.20230997. |
| [36] |
赵小丹, 付湘, 彭少明, |
| [37] |
韩涵元. 考虑调蓄水库的引汉济渭工程联合优化调配研究[D]. 西安: 西安理工大学, 2024. DOI: 10.27398/d.cnki.gxalu.2024.001507. |
| [38] |
|
| [39] |
方国华, 钟华昱, 闻昕, |
| [40] |
董远恒, 徐斌, 张雨薇, |
国家重点研发计划项目(2022YFC3201804)
/
| 〈 |
|
〉 |