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干旱区地理 ›› 2025, Vol. 48 ›› Issue (10): 1771-1782.doi: 10.12118/j.issn.1000-6060.2025.018 cstr: 32274.14.ALG2025018

• 气候与水文 • 上一篇    下一篇

塔里木河干流英巴扎至乌斯满河道演变对两岸生态引水影响预测

高久洲1,2(), 李琳1,2()   

  1. 1.新疆农业大学水利与土木工程学院,新疆 乌鲁木齐 830052
    2.新疆水利工程安全与水灾害防治重点实验室,新疆 乌鲁木齐 830052
  • 收稿日期:2025-01-09 修回日期:2025-02-16 出版日期:2025-10-25 发布日期:2025-10-27
  • 通讯作者: 李琳(1979-),女,教授,博士,博士生导师,主要从事水力学及河流动力学方面研究. E-mail: lilin_xjau@163.com
  • 作者简介:高久洲(1997-),男,硕士研究生,主要从事水力学及河流动力学方面研究. E-mail: 13036583896@163.com
  • 基金资助:
    新疆维吾尔自治区重点研发项目(2022B03024-2)

Prediction of the ecological and water diversion impacts of the channel evolution of the Tarim River mainstream from Yingbazha to Wusiman on both banks

GAO Jiuzhou1,2(), LI Lin1,2()   

  1. 1. College of Water Resources and Civil Engineering, Xinjiang Agricultural University, Urumqi 830052, Xinjiang, China
    2. Xinjiang Key Laboratory of Water Resources Engineering Safety and Water Hazard Prevention and Control, Urumqi 830052, Xinjiang, China
  • Received:2025-01-09 Revised:2025-02-16 Published:2025-10-25 Online:2025-10-27

摘要:

为了探究塔里木河干流中游河道冲淤演变对两岸生态闸和引水口引水的影响,基于MIKE21软件,建立了2018年岸线条件下的英巴扎至乌斯满河段冲淤演变模型,并进行了验证。选取了丰、平、枯典型年及特大洪水年和极端枯水年份下5种工况,加入地貌加速因子,模拟了未来10 a不同水沙条件下的河道冲淤演变。结果表明:(1) 不同水沙条件下,河势演变过程存在显著差异,来水来沙量愈大,冲淤演变愈加剧烈,河道呈现出“小水走弯、大水趋直”的显著特征。(2) 在特大洪水年及典型丰水年工况下,部分河段出现了引水口淤积、撇弯切滩、裁弯取直和河道改向等现象,致使部分生态闸在丰水期引水困难甚至无法引水。其中,卡哈吐合地生态闸引水口处淤积体高程超过最大流量时的水位0.71 m,导致该闸无法通过河道引水,进而影响河道右岸的生态用水;依兰力克生态闸附近河段发生改向,对右岸堤防造成冲刷威胁。在典型枯水工况年,河道蜿蜒程度加剧,总长度较初始增加了6.8%,达到212.05 km,但冲淤变化不如丰水年剧烈。(3) 为确保引水设施正常运行,需对生态闸和引水口所在弯段,特别是自由河湾提前采取整治措施,防止引水口泥沙淤积,保持弯道稳定性。研究结果可以更好地理解塔里木河干流蜿蜒段河床的冲淤演变趋势,为未来塔里木河干流中游开发治理和可持续发展提供科学指导。

关键词: 塔里木河干流, 冲淤演变, MIKE21, 生态引水, 蜿蜒型河道

Abstract:

To investigate the impacts of river-channel erosion and deposition evolution on the ecological sluice gates and water diversion outlets along the middle reaches of the Tarim River mainstream, Xinjiang, China, a fluvial process model of the Yingbazha-Wusiman reach under the 2018 shoreline conditions was established and validated in MIKE21 software. Incorporating the geomorphic acceleration factors, the model simulated the decadal channel evolution under varying water-sediment conditions under five hydrological scenarios (wet, normal, dry, extreme flood, and extreme drought years). The results indicate th following: (1) Significant differences in the river-regime evolution processes under different water and sediment conditions. (2) Diversion-inlet siltation, bend cutoff and bank erosion, channel straightening through meander truncation, and river course realignment in certain river regions during exceptionally heavy flood years and typical high-flow years. In particular, the scour and silting evolution intensifies with increasing incoming water and sediment volumes. The river channel is characterized by meandering paths at low water levels and straighter paths at high water levels. Meanwhile, the morphological changes under high-flow conditions have increased the operational difficulty of diverting the water through the ecological sluice gates, sometimes leading to complete water-diversion failure. For instance, when the siltation elevation at the Kahatuhedi sluice exceeded the maximum flood level by 0.71 m, the water diversion was completely blocked and the ecological water supply to the right bank was compromised. Flow-direction changes in the Yilanlike sluice also threatened the right bank embankments. In dry scenarios, the channel sinuosity increased by 6.8% (to a total length of 212.05 km), albeit with less dramatic morphological changes than in wet years. (3) To maintain the functionality of water diversion, the authors recommend proactive regulatory measures that prevent inlet siltation and bend instability in bend segments containing sluices, particularly in free meanders. These findings enhance our understanding of erosion-deposition trends in meandering reaches of the Tarim River mainstream, providing scientific guidance for future management and sustainable development of the middle reach.

Key words: mainstream of Tarim River, erosion-deposition variation, MIKE21, ecological water diversion, meandering river