长江徐六泾河段深潭演变特征及对隧道建设的影响*
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国家重点研发计划资助(2022YFC3204500);江苏省水利科技项目(2020002)


Evolution characteristics of deep pools in Xuliujing reach of the Yangtze River and its impact on tunnel construction
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    摘要:

    以实测资料为基础,对长江下游徐六泾河段深潭的发育、发展等演变特征及活动性进行分析。结果表明,2003年前,主槽最低点一般在-40 m以内,无明显的深潭存在。2003年后,受苏通长江大桥等工程建设影响,出现-40 m以下深潭。此后,随上游来沙减少及两岸徐六泾节点整治工程实施,深潭冲深发展:2007年后冲刷至-50 m左右,2020年刷深至-70 m以下。相关研究表明,桥梁工程对水动力和河床冲淤的影响范围一般在5~6 km,加之徐六泾河段下段为展宽段,水流减缓,深潭无明显冲刷下移的趋势,对下游海太过江隧道的布设不会造成明显影响;但考虑深潭冲深发展,需加强对深潭变化的监测。

    Abstract:

    Based on the measured data,the evolution characteristics and activities of deep pools in the Xuliujing reach of the lower reaches of the Yangtze River are analyzed.The results show that before 2003,the lowest point of the main trough was generally within -40 m,and there was no obvious deep pool.After 2003,under the influence of the construction of Sutong Bridge and other projects,deep pools below -40 m appeared.Since then,with the reduction of upstream sand and the implementation of the regulation project of Xuliujing node on both banks,the deep pool has been scoured to about -50 m after 2007 and below -70 m by 2020.Relevant research shows that the impact range of bridge works on hydrodynamic forces and riverbed scouring and silting is generally 5~6 km.In addition,the lower section of Xuliujing River is an extended section with slow flow,and there is no obvious trend of scouring and moving down for deep pools,which will not cause significant impact on the layout of Haitai tunnels downstream.However,considering the development of deep pool flushing,it is necessary to strengthen the monitoring of deep pool changes.

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胡 鹏,杜德军,徐 华,等.长江徐六泾河段深潭演变特征及对隧道建设的影响*[J].水运工程,2023(9):65-71.

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  • 在线发布日期: 2023-09-08
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