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    摘要:

    乌龙漩为黄河著名的中洪水“急、险”滩险之一,右岸溪口冲积物堆积,束窄河床断面,水陡流急,下游深槽吸流强烈,波高浪大,泡漩强劲,流态恶劣,严重碍航,因此采取切嘴与填槽相结合的措施,扩大过水断面,降低流速、比降,减小河床纵坡,削弱泡漩强度,改善通航条件使之满足V级航道标准尤其重要。通过理论分析和定床模型方法,提出采取切嘴与填槽相结合的整治方案。试验表明:采取切嘴、深槽整治效果较好,河段流速、比降减小,泡漩、斜流减弱,流态明显改善,改善通航条件,满足设计要求,可作为乌龙漩滩的推荐整治方案。

    Abstract:

    Wulongxuan is one of the rapids which are famous for dangerous torrent in the Yellow River during the mid and high level.Due to the alluvial accumulation at the right outlet,which narrows the bed’s transverse section and the current turns swift.The downstream deep trough absorbs strongly the water flow,and that results in the huge wave height,strong scroll,severe flow pattern and serious obstruction to navigation.So, the measure which combines spit cutting with trough filling is taken to expand the discharge cross-section,reduce the flow velocity and gradient,decrease the river’s longitudinal slope,weaken the scroll,and improve the navigation condition to satisfy the standard of grade V channel which is particularly important and necessary.The experimental result reveals that by the scheme which combines spit cutting with trough filling,the flow velocity and gradient of the river section decrease,the scroll and oblique flow weakens,the flow pattern and navigation condition improve obviously.So,the scheme can be taken as the recommended scheme for Wulongxuan rapids.

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张绪进,李国旗,周家俞.[J].水运工程,2016(3):102-105.

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  • 在线发布日期: 2016-03-17
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