悬河治理清淤装备高压冲水系统数值优化研究*
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清华大学水圈科学与水利工程全国重点实验室开发基金资助项目(sklhse-2024-E-01)


Study on numerical optimization of high-pressure flushing system for dredging equipment in suspended river regulation
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    摘要:

    清淤装备性能的优劣对悬河的治理效果具有决定性的影响。为了探究某悬河治理清淤装备高压冲水系统的性能,采用数值模拟方法对悬河治理清淤装备高压冲水系统管路及喷嘴的流场进行研究。结果表明,原型高压冲水管路及喷嘴的结构布置不合理,各喷嘴的最大出口速度与最小出口速度相差3.86 m/s,9号喷嘴出口速度的相对值达到17.35%,各喷嘴的出口速度分布极为不均。对此,有针对性地提出拖耙高压冲水系统的结构优化方案并进行数值验证,优化后的拖耙高压冲水系统的各喷嘴出口速度十分均匀,最大出口速度与最小出口速度仅相差0.33 m/s,各喷嘴出口速度的相对值均在1.10%以内,拖耙高压冲水系统的整体流场得以明显改善。研究成果可为悬河治理清淤装备的设计提供参考。

    Abstract:

    The performance of dredging equipment exerts a decisive impact on the regulation effect of suspended rivers.To investigate the performance of the high-pressure flushing system for typical suspended river dredging equipment,a numerical simulation method is adopted to study the flow field inside the pipelines and nozzles of the system.The results show that the structural layout of the original high-pressure flushing pipeline and nozzles is unreasonable.The difference between the maximum and minimum outlet velocities of all nozzles is 3.86 m/s,and the relative deviation of the outlet velocity of No.9 nozzle reaches 17.35%.The outlet velocity distribution of each nozzle is extremely non-uniform.In view of the above findings,a targeted structural optimization scheme for the towed harrow high-pressure flushing system is proposed and verified by numerical simulation.After optimization,the outlet velocity of each nozzle becomes highly uniform.The velocity difference between the maximum and minimum outlet velocities is only 0.33 m/s,and the relative deviation of the outlet velocity for all nozzles is within 1.10%.The overall flow field of the towed harrow high-pressure flushing system is significantly improved.The research results can provide a reference for the design of dredging equipment used in suspended river regulation.

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洪国军,舒敏骅,李铁键,等.悬河治理清淤装备高压冲水系统数值优化研究*[J].水运工程,2026(7):211-216.

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  • 在线发布日期: 2026-07-17
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