基于水文水动力耦合模拟的赣江尾闾地区径流顶托规律研究
作者:
作者单位:

(1.河海大学水利部水循环与水动力系统重点实验室;2.河海大学水利水电学院;3.江西省赣抚尾闾整治有限公司;4.苏州科技大学环境科学与工程学院)

作者简介:

宗思远(2000—),男,博士研究生,主要从事水力学及河流动力学研究。E-mail:zsy3183463793@163.com

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基金项目:

国家自然科学基金项目(U2443219,42471049); 赣江下游尾闾综合整治工程科研课题研究项目(JXTC2023020257C1)


Study on backwater effect of runoff in lower reaches of the Ganjiang River based on hydrological and hydrodynamic coupling simulation
Author:
Affiliation:

(1.Key Laboratory of Hydrologic Cycle and Hydrodynamic System of Ministry of Water Resources, Hohai University; 2.College of Water Conservancy and Hydropower Engineering, Hohai University; 3.Jiangxi Ganfu Tailreach Regulation Co.,Ltd.; 4.School of Environmental Science and Engineering, Suzhou University of Science and Technology)

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    摘要:

    为揭示赣江尾闾地区径流顶托的时空演变规律及影响因素,构建了适用于平原河网区的水文产流模型,并与自主研发的二维水动力模型进行时空耦合,采用耦合模型模拟了赣江尾闾地区径流顶托规律,并依据模拟结果,基于多元回归分析构建了水位差预测模型。结果表明:赣江尾闾河段的顶托效应与外洲站流量密切相关,低流量时北支壅水抬升南昌站水位,流量增大时主支螺旋流向下游扩展,在昌邑站至南昌站间形成顶托;当流量超过临界值513m3/s时,鄱阳湖水位高于赣江尾闾,鄱阳湖开始顶托赣江,当流量继续增大至3211m3/s时,不再发生顶托现象,东河、西河分流趋于稳定;降雨产流影响顶托产生和消落的演进过程,阻滞作用达12%~19%;引入降雨产流量修正项后,水位差预测模型的预测精度有所提升。

    Abstract:

    To reveal the spatiotemporal evolution patterns and influencing factors of backwater effect of runoff in the lower reaches of the Ganjiang River, a hydrological runoff model suitable for plain river network areas was constructed and spatiotemporally coupled with a self-developed two-dimensional hydrodynamic model. The coupled hydrological-hydrodynamic model was adopted to simulate the backwater effect in the lower reaches of the Ganjiang River. Based on the simulation results, a water level difference prediction model was further established through multivariate regression analysis. The results show that the backwater effect in the lower reaches of the Ganjiang River is closely related to the discharge at Waizhou Station. During low-flow periods, the backwater in the north branch elevates the water level at Nanchang Station, while when the discharge increases, the spiral flow in the main branch propagates downstream, generating a backwater effect between Changyi and Nanchang stations. When the discharge exceeds the critical threshold of 513 m3/s, the water level of Poyang Lake is higher than that of the lower reaches of the Ganjiang River, initiating a backwater effect from the lake onto the river. When the discharge further increases to 3211 m3/s, the backwater effect dissipates, and the flow diversion between the East River and West River tends to stabilize. The rainfall-induced runoff influences the evolutionary process of the generation and recession of the backwater effect, with a retardation effect ranging from 12% to 19%. After incorporating a correction term of rainfall-induced runoff, the precision of the water level difference prediction model is improved.

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宗思远,许栋,李彬权,等.基于水文水动力耦合模拟的赣江尾闾地区径流顶托规律研究[J].水资源保护,2026,42(2):151-160.(Zong Siyuan, Xu Dong, Li Binquan, et al. Study on backwater effect of runoff in lower reaches of the Ganjiang River based on hydrological and hydrodynamic coupling simulation[J]. Water Resources Protection,2026,42(2):151-160.(in Chinese))

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  • 在线发布日期: 2026-04-26
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