弯曲河段船闸引航道通航水流条件模拟
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Simulation of navigable flow conditions for approach channel of ship lock in curved reach
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    摘要:

    弯曲河段船闸上游引航道口门区存在复杂的流态,如回流、斜流等。采用物理模型试验与数值模拟相结合的方法,通过改变节制闸调度方式对船闸上游引航道及口门区通航水流的水力特性进行研究。结果表明,当上游来流1 000 m3/s,节制闸开启中四孔最大横向流速及回流流速明显小于节制闸开启左八孔;当上游来流1 500 m3/s,节制闸开启中四孔最大横向流速及回流流速大于节制闸开启左八孔;流量一致情况下,断面测点流速分布差别较大;控制节制闸调度方式可以有效削弱回流及斜流效应,保证通航安全。

    Abstract:

    There are complex flow patterns in the entrance area of the upstream approach channel of ship locks in the curved reach,such as reflux and oblique flow. The hydraulic characteristics of navigable flow in the upstream approach channel and the entrance area of ship locks are studied by changing the scheduling method of a check gate with the combination of physical model tests and numerical simulations. The results show that with the upstream inflow of 1 000 m3/s,the maximum lateral flow velocity and reflux velocity upon opening the fourth hole in the middle by the check gate are greatly smaller than those upon opening the eighth hole on the left;with the upstream inflow of 1 500 m3/s,the maximum lateral flow velocity and reflux velocity upon opening the fourth hole in the middle are greater than those upon opening the eighth hole on the left. When the flow rate is consistent,the flow velocity distribution of the measuring points on the section varies greatly. Controlling the scheduling method of a check gate can effectively weaken the reflux and oblique flow effect and ensure navigation safety.

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张 羽,杨朝辉,赵集云,等.弯曲河段船闸引航道通航水流条件模拟[J].水运工程,2022(6):132-138.

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  • 在线发布日期: 2022-06-08
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