长江科学院院报 ›› 2023, Vol. 40 ›› Issue (12): 1-6,22.DOI: 10.11988/ckyyb.20221004

• 河湖保护与治理 • 上一篇    下一篇

受梯级枢纽运行影响的航道设计流量

张明1, 冯小香1, 覃昌佩2, 蒋乙平2, 杨燕华1   

  1. 1.交通运输部天津水运工程科学研究所 工程泥沙交通行业重点实验室,天津 300456;
    2.广西交通设计集团有限公司,南宁 530029
  • 收稿日期:2022-08-17 修回日期:2022-12-02 出版日期:2023-12-01 发布日期:2023-12-11
  • 作者简介:张 明(1981-),男,河南信阳人,副研究员,硕士,主要从事港航工程及遥感应用研究。E-mail: kfzhangming@163.com
  • 基金资助:
    国家自然科学基金面上项目(51979132);交通运输行业重点科技项目(2021-MS6-156);中央级公益性科研院所基本科研业务费专项(TKS20210305)

Design Navigable Discharge of Waterway Affected by the Operation of Cascade Hydropower Stations

ZHANG Ming1, FENG Xiao-xiang1, QIN Chang-pei2, JIANG Yi-ping2, YANG Yan-hua1   

  1. 1. Key Laboratory of Engineering Sediment, Tianjin Research Institute for Water Transport Engineering, Ministry of Transport, Tianjin 300456, China;
    2. Guangxi Communications Design Group Co., Ltd., Nanning 530029, China
  • Received:2022-08-17 Revised:2022-12-02 Online:2023-12-01 Published:2023-12-11

摘要: 受梯级枢纽运行影响河段,洪枯季航道的水深条件可能发生逆转,航道工程的设计最小通航流量将出现显著变化。根据黔柳江来流特点、大藤峡水利枢纽调度运行规则、红花水利枢纽调峰特征和柳江航道工程对枯水位的影响情况,确定了红花水利枢纽下游近坝段航道的设计最小通航流量。结果表明:受大藤峡水利枢纽运行影响,柳江枯水控制时段将发生显著变化,航道设计最小通航流量具备显著提高的条件;考虑到柳江航道长距离疏挖对红花水利枢纽坝下低水位影响较大和红花水利枢纽日调峰明显,取红花水利枢纽上游柳州水文站6—8月份保证率98%的流量作为下游近坝段航道最小通航控制流量是合适的。研究成果对于受梯级枢纽运行影响的航道设计最小通航流量分析计算具有重要参考意义。

关键词: 航道, 通航流量, 变动回水区, 日调节, 大藤峡水库

Abstract: The water depth condition of navigation channel affected by the operation of cascade hydropower stations could experience a reverse between flood season and dry season, significantly altering the minimum design navigable discharge of the waterway. The minimum design navigable discharge of the waterway downstream of Honghua dam was determined in consideration of the inflow characteristics of the Qianjiang and Liujiang Rivers, the dispatch operation rules of the Datangxia Reservoir, the peak regulation features of the Honghua hydropower station, as well as the impact of Liujiang River waterway project on low water level. Results indicated that the control period for low water level of Liujiang River would undergo significant changes due to the impoundment of Datengxia Reservoir, and the minimum design navigable discharge of waterway had the potential to increase remarkably. The extensive dredging of Liujiang River navigation channel substantially impacted the low water level downstream of Honghua dam, and the daily peak regulation of Honghua hydropower station was significant. Consequently, it is suitable to adopt the discharge with a 98% guarantee rate at Liuzhou hydrological station in the upstream of Honghua dam from June to August as the minimum navigable control discharge for the downstream waterway. The findings provide valuable information for the analysis and computation of the minimum design navigable discharge of waterways affected by cascade hydropower stations.

Key words: navigation channel, navigable discharge, fluctuating backwater reach, daily regulation, Datengxia reservior

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