调关水道河床演变及治理措施研究
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Riverbed evolution and treatment measures of Tiaoguan Waterway
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    摘要:

    长江中游下荆江调关水道具有典型弯曲河段“凸冲凹淤”的演变特征,导致弯道段航道弯曲半径日趋紧张、船舶通航安全隐患增大。根据调关水道2002—2021年实测地形资料,系统分析水道的演变规律、碍航特性,对演变趋势进行预测。提出季家嘴边滩守护工程治理措施,并经模型试验验证。结果表明:弯道段凸岸侧季家嘴边滩中上段冲刷、尾部淤积下延,滩槽稳定性变差;凹岸侧潜洲发育、两槽分流,尾部凸嘴淤积下延,加剧弯道段弯曲半径紧张态势;调关矶头附近及季家嘴边滩尾部回流区域,水流紊乱导致通航条件恶化。在季家嘴边滩间隔布置3道护滩带并守护边滩根部高滩岸线的治理措施能形成平顺的滩槽格局和稳定的弯道段航道左边界,抑制根部串沟形成和发展,有效改善弯道段航宽和弯曲半径,从而达到4.5 m×200 m×1 050 m(航深×航宽×弯曲半径)的建设标准。

    Abstract:

    The Tiaoguan Waterway in the lower Jingjiang River has the typical evolutionary characteristic of “concave bank deposition and convex bank erosion” in meandering river segments,causing the progressively tightening bend radius and increasing navigational risks in the curved channel section.On the basis of measured topographic data of the Tiaoguan Waterway from 2002 to 2021,the evolutionary patterns and navigation-impeding characteristics of the waterway are systematically analyzed,and future trends are predicted.The treatment measures are proposed involving the stabilization of the Jijiazui Point Bar,and are verified by model test.The results indicate that the middle and upper sections of the Jijiazui Point Bar on the convex bank experience erosion,while the lower section undergoes deposition and downstream extension,leading to reduced stability of the channel and bar.On the concave bank,the development of mid-channel bars and flow division into two channels,coupled with the deposition and downstream extension of the convex bank,exacerbates the tightening bend radius in the curved section.Additionally,turbulent flow near the Tiaoguan Jetty and the recirculation zone at the tail of the Jijiazui Point Bar further deteriorate navigational conditions.The treatment measures involving the stabilization of the Jijiazui Point Bar by constructing three submerged dikes spaced along the bar and protecting the high beach shoreline at the root of the bar can promote a smooth channel-bar morphology,stabilize the left boundary of the curved channel,inhibit the formation and development of chute channels at the root,and effectively improve channel width and bend radius,meeting the design standards of 4.5 m×200 m×1,050 m (depth×width×bend radius).

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潘美元,张素雅,魏国正.调关水道河床演变及治理措施研究[J].水运工程,2026(3):144-152.

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  • 在线发布日期: 2026-03-24
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