船闸末级闸首超长输水廊道泄水水力特性数值模拟

Numerical simulation of hydraulic characteristics of the ultra-long water conveyance corridor at the head of the last-step ship lock chamber

  • 摘要: 拟建的三峡枢纽水运新通道船闸末级闸室超长输水廊道运行水头高、输水量大、输水时间短、输水距离长,水流具有强非恒定性,保障其安全运行非常重要,故对高水头船闸末级闸首超长输水廊道的阀门开启过程的非恒定水动力特性进行数值模拟,研究不同输水廊道长度、不同阀门开启时间下,闸室流量过程、闸室水位过程、阀门井水位过程等水力要素的变化规律和影响因素。研究表明:船闸末级闸首输水廊道长度加长会增加惯性超降值、增长惯性超降波动周期、延长泄水时长、降低闸室水位升降速度,同时减少阀门开启过程中阀门井水位降落值;加快阀门开启速率会减少泄水时长、增加闸室水位升降速度、减少阀门开启过程中阀门井水位降落值。研究结果可供三峡枢纽水运新通道末级闸首超长泄水廊道设计参考。

     

    Abstract: The proposed Three Gorges New Channel’s super-long water conveyance corridor runs at high head, high flow, short time and long distance. The water flow is strongly non-constant. It is very important to ensure safe operation of the ship lock. Therefore, aiming at the super-long water conveyance corridor of the last stage of the high head lock, our model numerically simulates the unsteady hydrodynamic characteristics of the water flow during valve opening. With this mathematical model, the evolution rules and influencing factors of the flow and the water level of the ship lock chamber and the valve door well are studied under different water conveyance corridor lengths and different valve opening times. The results show that longer length of the water conveyance corridor of the ship lock will increase the value and period of inertial superfall, extend the drainage time, reduce the lifting speed of lock chamber water level and decrease the reduction of the valve well water level during valve opening. Increasing the valve opening rate will reduce the drainage time, increase the lifting speed of lock chamber water level and decrease the reduction of the valve well water level during valve opening, but it can’t change the value and fluctuation period of inertial superfall. These results can be used as a reference for the design of the ultra-long discharge corridor in the last-step ship lock chamber of the Three Gorges New Channel.

     

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