长江通州沙河段12.5 m深水航道碍航分析
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On navigation obstruction of 12.5 m deep waterway channel in Yangtze Tongzhou beach
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    摘要:

    分析通州沙河段水流泥沙特征、航道水深条件及航道变迁。从河势变化、河床滩槽冲淤变化等分析通州沙河段深水航道碍航原因。研究表明通州沙河段下段由于河道展宽、洲滩不稳、水流分散及涨落潮流路分离等,造成河势不稳、滩槽不稳。首先是河道展宽,洲滩分流水流不集中、上下过渡段深槽淤浅,出现碍航。其次是河道展宽、主流摆动、边滩淤长、心滩活动造成航道水深不足。另外,洲滩变动,主槽相应变化,滩槽不稳导致航槽不稳。稳定通州沙下段活动洲滩是河势稳定、航道整治的关键。

    Abstract:

    The article analyses the flow and sediment characteristics in tongzhou beach,channel depth conditions and channel changes.From the river regime change and the change of riverbed erosion and deposition beach trough,the article analyses the reason of deepwater channel obstruction in Tongzhou reach.The research shows that because of the channel widening,bottomland instability,flow separation and separation of ebb and flow tide direction in Tongzhou beach,it leads to unstable regime instability and beach trough.First of all,channel widening,bottomland shunt lead to flow concentration and deep channel silting-up in transition section leads to impeding navigation.Secondly,channel widening,mainstream swing,point bar silting up and char movement leads to the shortage of channel depth.Besides that,bar-beach transition,main channel variation accordingly,and beach-trough instability lead to navigation channel instability.Keeping the activity bottomland in Tongzhou sand beach stable is the key to river regime stability and waterway regulation.

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吴道文.长江通州沙河段12.5 m深水航道碍航分析[J].水运工程,2014(8):8-14.

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  • 在线发布日期: 2014-08-14
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