老木孔航电枢纽工程二期一枯调整方案通航水流条件研究
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Study on navigable flow conditions of adjustment scheme of Laomukong navigationpower junction project phase Ⅱ in the first dry season
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    摘要:

    岷江老木孔航电枢纽工程坝址上游三汊江心洲河段由多汊航道改造为单一航槽,同时下游水流控制节点江心洲被提前全部开挖,导致通航水流条件恶化。针对坝址河段存在的水流散乱、水浅流急等通航问题,通过整体定床物理模型试验对二期一枯调整方案的通航水流条件进行了系统研究。试验表明,将二期枯期围堰围右侧8孔扩宽至10孔后,上游与三江村改道中槽下部的水位衔接问题得到显著改善;同时,在左侧及坝下过渡段下游修建长530 m的丁顺坝可有效提升航道水深并平顺水流,使最小通航水深从1.51 m提高至1.94 m。优化方案实施后,通航水流条件明显改善,最大航行阻力系数由1.05降低至0.69,各项通航水力指标均满足相关设计规范限值。研究成果可为类似航电枢纽工程的通航水流条件优化提供参考。

    Abstract:

    The upper reaches the dam site of Laomukong Navigation-power project on Minjiang River is transformed from multi-branch to single channel.Meanwhile,the downstream flow control node is pre-excavated,causing deteriorated navigation flow conditions.Aiming at navigation issues like scattered flow and rapid shallow current,the navigation flow conditions of phase Ⅱ adjustment scheme in the first dry season are systematically studied via overall fixed-bed physical model tests.The test shows that after the 8 holes on the right side of the phase Ⅱ cofferdam in dry season are widened to 10 holes,the water level connection between the upstream and the lower part of the middle channel of the Sanjiang village diversion is significantly improved.At the same time,a spur training dam with a length of 530 m is built on the left side and downstream of the transition section under the dam,which can effectively improve the channel depth and smooth the flow,and increase the minimum navigation depth from 1.51 m to 1.94 m.After the implementation of the optimization scheme,the navigation flow conditions are obviously improved,the maximum navigation resistance coefficient is reduced from 1.05 to 0.69,and all navigation hydraulic indexes meet the limits of relevant design specifications.The research results can provide reference for the optimization of navigable water flow conditions in similar navigation-power junction projects.

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王云莉,庄千棉,杨艳,等.老木孔航电枢纽工程二期一枯调整方案通航水流条件研究[J].水运工程,2026(2):172-182.

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  • 在线发布日期: 2026-03-05
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