弯曲河段下游引航道口门区通航水流条件研究
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Navigable flow conditions in entrance area of lower approach channel of curved reach
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    摘要:

    弯曲河段船闸下游引航道既受弯道水流的制约,又受河床变宽产生的弯曲水流的影响,口门区附近回流与斜向流强度大、范围广,水流条件差,难以满足船舶安全通行要求。依据流体力学原理和水流运动规律,结合弯道河段河势变化特征,提出在引航道外侧的口门区附近设置挑流墩和采用实体与透空导航墙相结合的工程措施,并通过模型试验的验证,证明本方法能够较好地调整水流流向、构建缓流水域,从根本上消除弯曲河道中船闸下引航道口门区的斜向流和回流,改善通航水流条件,确保船舶安全过闸。

    Abstract:

    The approach channel of the lock in the downstream of the curved reach is not only restricted by the bend flow,but also affected by the bending water from the broadening riverbed. The energy of reflux and oblique nearby the entrance area is great and with a large range,and the flow condition is unfavorable. Thus it is difficult to meet the requirement of safe navigation. Based on the hydraulic principle and flow motion law and combining with the variation characteristics of the curved reach,we put forward the engineering measure that setting the pier for deflecting flow on the outside of approach channel nearby the entrance area,and adopting the entity and open-piled guide wall. Model test results show that this measure can adjust the flow direction,construct the water area of slow flow,completely eliminate the reflux and oblique,improve the navigable flow condition,and ensure the safe navigation.

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李兴亮,陈野鹰.弯曲河段下游引航道口门区通航水流条件研究[J].水运工程,2016(2):127-130.

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  • 在线发布日期: 2016-02-03
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