cede 凤凰颈排灌站运行对船闸下游口外连接段通航水流条件的影响及改善措施
凤凰颈排灌站运行对船闸下游口外连接段通航水流条件的影响及改善措施
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Impact of Fenghuangjing pumping and drainage station operation on navigable flow conditions in downstream outlet connection section of ship lock and improvement strategies
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    摘要:

    针对凤凰颈排灌站下游出口斜向汇入船闸下游口外连接段,其调度运行方式对通航水流条件产生不利影响。通过整体定床物理模型试验,系统研究了凤凰颈强排泵站在不同调度运行方式下对船闸下游口外连接段通航水流条件的影响规律。试验结果表明:在西河侧向长江排水的自排工况下,水流斜向汇入船闸下游连接段,导致交汇区最大横向流速达0.48 m/s,对连接段通航水流条件影响较大;相比之下,在长江侧向西河引水的机引工况下,横向流速仅为0.28 m/s,影响程度较小。研究进一步发现,长江侧水位越低,排灌站出流对连接段通航水流条件的影响越显著。以自排工况为最不利工况,研究提出泵站引排水渠与连接段之间增设透空导流墙的工程优化方案,试验表明该措施可有效将横向流速控制在0.30 m/s以内。

    Abstract:

    In view of the downstream outlet of Fenghuangjing pumping and drainage station that diagonally flows into the downstream outlet connection section of the ship lock,its dispatching and operation mode has adverse impact on the navigation flow conditions.Through the physical model test of the whole fixed bed,the influence of the Fenghuangjing pumping and drainage station on the navigation flow conditions of the outer connecting section of the downstream gate of the ship lock under different dispatching modes is systematically studied.The test results show that under the self-discharge condition of the drainage from the West River to the Yangtze River,the water flow obliquely flows into the downstream connection section of the ship lock,resulting in the maximum lateral velocity of the intersection area reaching 0.48 m/s,which has a great influence on the navigation flow conditions of the connection section.In contrast,the lateral flow velocity is only 0.28 m/s under the mechanical diversion condition of the Yangtze River to the West River diversion,and the influence degree is relatively small.Further research has found that the lower the water level on the Yangtze River side,the more significant the influence of the outflow of the pumping and drainage station on the navigation flow conditions of the connecting section.Taking the self-discharge condition as the most unfavorable condition,the engineering optimization scheme of adding a permeable diversion wall between the drainage channel and the connecting section of the pumping station is proposed.The test shows that the measure can effectively control the transverse velocity within 0.30 m/s.

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刘艳秋,庄千棉,王云莉,等.凤凰颈排灌站运行对船闸下游口外连接段通航水流条件的影响及改善措施[J].水运工程,2025(11):125-134.

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  • 在线发布日期: 2025-11-13
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