c776 百龙滩改建船闸下游引航道口门区通航水流条件试验研究
百龙滩改建船闸下游引航道口门区通航水流条件试验研究
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Experimental research on navigable flow conditions in entrance area of downstream approach channel of renovated ship lock at Bailongtan
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    摘要:

    百龙滩改建船闸尺度提升较大,限于下游山区峡谷弯曲型河道条件,船闸平面布置难度极大。采用180整体水工物理模型,研究下游引航道口门区的通航水流条件,并提出通航条件的改善措施。结果表明:电站、溢流坝下泄水流交汇后,因隔流堤束窄导致河道纵向持续收缩,水流归于窄深河槽且动力持续增强,隔流堤后河道突扩,引航道口门区形成较大横流和回流等不良流态,通航条件较差。通过高陡边坡开挖拓宽河道、隔流堤开孔透水以及设置透水桩等工程措施,可显著降低主流与口门区的相对流速梯度,有效改善横流超标及回流等不良流态问题,显著提升通航条件。

    Abstract:

    The scale of the renovated ship lock at Bailongtan has been greatly improved,but due to the curved river conditions in the downstream mountainous canyon,the layout of the ship lock is extremely difficult.By utilizing a 180 overall hydraulic physical model,the navigation flow conditions in the entrance area of the downstream approach channel are investigated,and measures to improve navigation conditions are proposed.The results show that after the confluence of flow discharged from the power station and the overflow dam,the continuous longitudinal contraction of the channel due to the narrowing effect of the diversion dike causes the flow to concentrate into a narrow and deep riverbed with persistently increasing dynamics.The sudden expansion of the channel behind the diversion dike leads to unfavorable flow patterns such as significant cross flows and back-flow in the entrance area of the approach channel,resulting in poor navigation conditions.By implementing engineering measures such as excavating high and steep slopes to widen the river channel,and widening the gorge’s high side slopes,creating permeable openings in the diversion dike,and installing permeable piles,the relative velocity gradient between the main flow and the entrance area can be significantly reduced.This effectively mitigates issues such as excessive cross-flow and back-flow,substantially improving navigation conditions.

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赵家强,原学明,于广年.百龙滩改建船闸下游引航道口门区通航水流条件试验研究[J].水运工程,2025(11):145-151.

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  • 在线发布日期: 2025-11-13
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