万安枢纽二线船闸输水系统阀门后廊道选型
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Selection of valve rear corridor of the Wan’an junction second-line ship lock
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    摘要:

    万安枢纽二线船闸设计最大水头为32.5 m,针对该高水头船闸输水系统阀门后廊道体型问题,比选研究顶部渐扩+平底和顶部突扩+底部突扩两种方案。采用水工整体模型试验和阀门廊道非恒定流常压试验的方法,从闸室充泄水水力特性、水流流态及均匀性、压力特性影响等方面比选。结果显示顶部突扩+底部突扩廊道在缩短输水时间、改善主廊道和进水口流态、减小下检修门槽压力脉动及空化等方面均优于顶部渐扩+平底廊道。

    Abstract:

    The maximum design head of the second line ship lock of the Wan’an project is 32.5 m. In view of the shape of the back corridor of the valve in the water conveyance system of the high head lock,two schemes of gradual expansion at the top + flat bottom and sudden expansion at the top + sudden expansion at the bottom are compared and studied. The hydraulic model test and the unsteady flow atmospheric pressure test of valve corridor are used to compare and select the hydraulic characteristics,flow state and uniformity of flow,and the influence of pressure characteristics of sluice chamber. The results show that the top sudden expansion + bottom sudden expansion corridor is better than the top gradual expansion+flat bottom corridor in shortening water delivery time,improving the flow pattern of main gallery and inlet,reducing the pressure fluctuation,and cavitation of lower maintenance gate slot.

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杜 军,罗少桢.万安枢纽二线船闸输水系统阀门后廊道选型[J].水运工程,2021(10):276-280.

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  • 在线发布日期: 2021-10-12
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