风光枢纽扩建船闸上游口门区通航水流条件试验研究
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Experimental research on navigation flow condition in upstream entrance area of Fengguang hydro-junction’s expanded locks
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    摘要:

    口门区水流条件的好坏直接影响航运的安全。针对风光枢纽扩建船闸上游口门区及连接段横向流速大、水流条件差等问题,开展风光枢纽段模型试验,将上游口门区导航墙长度缩短40 m,将导流墩间距调整至5 m,数量由4个增加到7个,最下游导流墩末端与导航墙的间距为7 m。试验表明:导航墙缩短使得口门区距离上游河道弯断的距离增加,导流墩间距缩小使墩间透水量减少,水流条件明显改善,满足规范要求。船模航行试验表明最大通航流量Q10%=6 077 m3/s,船模可以安全平稳地通过船闸,操纵参数满足规范要求。

    Abstract:

    The quality of the flow conditions in the entrance area directly affects the safety of navigation. In view of the problems such as the large transverse velocity and the poor flow conditions in the entrance area and the connecting section of the upstream of Fengguang hydro-junction’s expanded locks,we carry out the model experiment of Fengguang hydro-junction,based on which,we shorten the length of the navigation wall in the entrance area of the upstream by 40 m,adjust the spacing of diversion piers to 5 m,and increase the number from 4 to 7,and the distance between the end of the downstream diversion pier and the navigation wall is 7 m. The test results show that after the navigation wall is shortened,the distance between the entrance area and the upstream river bend increases,and after the distance between the diversion piers reduces,the water permeability between the piers decreases,thus water flow condition is obviously improved and meets the requirements of the code. The ship model navigation test shows that the maximum navigable flow is Q10%=6 077 m3/s,the ship model can pass through the lock safely and stably,and the control parameters meet the requirements of the specification.

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王建平,刘 超,张世宝,等.风光枢纽扩建船闸上游口门区通航水流条件试验研究[J].水运工程,2021(1):156-161.

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  • 在线发布日期: 2021-01-08
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