径潮耦合作用下长江下游典型入江支流潮流界迁移机制与模拟
作者:
作者单位:

(1.河海大学环境学院;2.中国水利水电科学研究院流域水循环与水安全全国重点实验室;3.中水淮河规划设计研究有限公司 )

作者简介:

李一平(1978—),男,教授,博士,主要从事流域水环境综合治理研究。E-mail:liyiping_hhu@163.com

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基金项目:

国家重点研发计划项目(2022YFC3204400);中央高校基本科研业务费专项资金项目(B230204002);国家自然科学基金重点项目(52039003)


Mechanism and simulation of tidal current limit in typical inflow tributaries of the lower Yangtze River under coupling effect of runoff and tide
Author:
Affiliation:

(1.College of Environment, Hohai University; 2.State Key Laboratory of Water Cycle and Water Security, China Institute of Water Resources and Hydropower Research; 3.China Water Huaihe Planning and Design Research Co., Ltd.)

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    摘要:

    为研究水体倒灌入河道的上溯距离,厘清潮流界的主控机制和动态规律,以长江下游南京段典型入江支流石碛河为例,模拟了302组径流、潮差工况,量化了偏枯水年潮流界位置的变动范围,探讨了径潮耦合作用对潮流界位置的影响。结果表明:研究区潮流界变动范围为0~7.64km,径流量是控制潮流界位移的主导因子,径流每增加1m3/s可使潮流界下移近3.9km,而潮差需增加7倍以上才能使潮流界产生相应的位移;受下游顺直河势影响,干支流交汇区是潮流界的核心稳定区,该地形能有效减少浅滩与分叉造成的阻力,使潮流界在高低顶托水位下均能保持较高比例(66%~75%)的稳定分布;潮流界到入江口距离随潮径比增大呈阶梯式、非线性向上游迁移,与干流的对数型变化差异大;长江干流因其径流更大、潮汐动力更强,潮流界对径流的敏感性更低,变动范围为支流的0.86倍。

    Abstract:

    In order to study the upstream distance of water backflow into the river channel, clarify the main control mechanism and dynamic laws of the tidal current limit, taking the Shiqi River, a typical tributary of the Nanjing section of the lower Yangtze River, as an example, 302 sets of runoff and tidal range conditions were simulated, and the variation range of tidal current limit in relatively dry years was quantified. The influence of runoff-tidal coupling on the tidal current limit was explored. The results show that the variation range of tidal current limit in the study area is from 0 to 7.64 km, and runoff is the dominant factor controlling the displacement of the tidal current limit. For every 1 m 3/s increase in runoff, the tidal current limit can be moved down by nearly 3.9 km, while the tidal range needs to be increased by more than 7 times to generate corresponding displacement in the tidal current limit. Affected by the downstream straight river regime, the confluence area of main and tributary rivers is the core stable zone of the tidal current limit. This terrain can effectively reduce the resistance caused by shallow shoals and bifurcations, allowing the tidal current limit to maintain a stable distribution with a high proportion(66%~75%) at both high and low top water levels. The distance from the tidal current limit to the estuary shows a stepped and non linear upward migration with the increase of tidal runoff ratio, which is different from the logarithmic change of the main stream. The tidal current limit in main stream of the Yangtze River is less sensitive to runoff due to its larger runoff and stronger tidal dynamics, with a variation range of 0.86 times that of tributaries.

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李一平,韩清云,程月,等.径潮耦合作用下长江下游典型入江支流潮流界迁移机制与模拟[J].水资源保护,2026,42(3):23-31.(Li Yiping, Han Qingyun, Cheng Yue, et al. Mechanism and simulation of tidal current limit in typical inflow tributaries of the lower Yangtze River under coupling effect of runoff and tide[J]. Water Resources Protection,2026,42(3):23-31.(in Chinese))

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  • 在线发布日期: 2026-06-16
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