高压射流对点吸式清淤影响试验研究*
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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)


Experimental study on the effect of high-pressure jet on point-suction dredging
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    摘要:

    针对高压射流对点吸式清淤效果的影响特性,设计并搭建了高压射流-点吸式清淤物理模型试验装置,提出适用于小管径管道的泥浆浓度测量方法。通过一系列工况试验,系统探究了不同高压射流流速对清淤过程中吸入泥浆浓度动态变化、水体浊度值及浚后地形特征的影响。结果表明:在高压射流作用下,点吸式清淤的泥浆浓度-时间曲线呈显著“几”字形特征,且清淤初期即达到浓度峰值;随着高压射流流速增加,吸入泥浆浓度与水体浊度均呈现显著递增趋势。进一步分析地形演化规律发现,高压射流流速增大促使清淤坑形态逐步发育为“缓坡-平台-陡坡”三段式结构;清淤坑轴长与深度均随射流流速增加显著增长,但当流速超过临界阈值后,轴长增速趋缓,射流动能在竖向与水平方向的能量分配呈现差异化特征,最终导致径深比呈减小趋势。

    Abstract:

    Aiming at the influence characteristics of high-pressure jet on the performance of point suction dredging,a physical model test system for the high-pressure jet-point suction dredging coupling is designed and fabricated,and a slurry concentration measurement method adapted to small-diameter pipelines is proposed.Through a series of working-condition tests,the effects of different high-pressure jet velocities on the dynamic variation of suction slurry concentration,water turbidity,and post-dredging terrain features are systematically investigated.The results indicate that under high-pressure jet action,the concentration-time curve of point suction dredging displays a distinct zigzag-shaped pattern,with the concentration peak achieved in the initial dredging stage.As the high-pressure jet velocity increases,both the suction slurry concentration and water turbidity exhibit a significant upward trend.Further analysis of terrain evolution reveals that an increase in high-pressure jet velocity drives the gradual development of the dredging pit morphology into a “gentle slope-platform-steep slope” three-stage structure.Both the axial length and depth of the dredging pit grow significantly with rising jet velocity.However,when the velocity exceeds a critical threshold,the axial length growth rate decelerates.The differential allocation of jet kinetic energy between vertical and horizontal directions ultimately leads to a decreasing trend in the length-to-depth ratio.

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洪国军,程书凤,李铁键,等.高压射流对点吸式清淤影响试验研究*[J].水运工程,2026(8):233-240.

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  • 在线发布日期: 2026-08-20
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