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    增压式脉冲水射流流场及破岩特性的数值模拟研究

    Numerical Simulation Study on the Flow Field and Rock Breaking Characteristics of Pressurized Pulsed Water Jet

    • 摘要: 传统的破岩理论技术在铁路隧道掘进中难以适应复杂的地质环境,破岩效率受限.增压式脉冲水射流兼具高压与脉冲的特性,有望为硬岩的高效破碎提供新的理论技术支撑.基于增压式脉冲水射流发生方法,开展了增压式脉冲水射流流场特性和破碎硬岩的数值模拟研究.首先,修正了空化和湍流模型,提取了流场数据,为两阶段破岩模型的建立提供支撑;其次,探究了喷嘴内部的空化发展及其对射流结构的影响,并结合涡输运分析了空化-涡相互作用,阐明了涡输运各项分布演化规律及其对射流能量衰减的影响;最后,基于光滑粒子动力学,建立了两阶段增压式脉冲水射流冲击破岩模型,量化分析了增压式脉冲水射流冲击下岩石的损伤演化规律,并揭示了增压式脉冲水射流的破岩机理.研究结果表明:相较于原模型,修正模型更真实地重现了实验捕捉的流场特征,并为增压式脉冲水射流破岩提供了更加准确的边界条件;增压式脉冲水射流产生、发展过程中,喷嘴内部出现了明显空化现象,空化的存在一方面缩小了射流直径,另一方面诱导了涡的产生,并在与空气阻力的共同作用下,加剧了射流的不稳定性,导致射流形态变化和能量衰减;增压式脉冲水射流水锤压力产生的应力波的传播速度在轴向上高于径向,岩石的损伤累积受应力波传播过程中波的能量耗散的影响呈现出明显的“台阶期”;岩石在增压式脉冲水射流冲击下的损伤破坏可以分为低压连续段、压力突增段、高压连续段和压力降低段4个阶段,破坏形式以剪切拉伸破坏为主,其中在压力突增段和高压连续段损伤破坏较为剧烈.以期该研究结果为进一步优化和完善增压式脉冲水射流破岩理论及技术提供参考.

       

      Abstract: Traditional rock breaking techniques face challenges in adapting to the complex geological environment and are limited in efficiency for railway tunnel excavation.Pressurized pulsed water jet combines high pressure and pulse characteristics,offering new theoretical and technical support for efficient hard rock fragmentation.Based on the pressurized pulsed water jet generation method,numerical simulations were conducted to investigate the flow field characteristics and hard rock fragmentation.Firstly,cavitation and turbulence models were revised to support the establishment of a two-stage rock breaking model using flow field data.Secondly,the development of cavitation inside the nozzle and its influence on the jet structure were explored,and the cavitation-vortex interaction was elucidated through vorticity transport analysis,revealing the evolution of various parameters and their impact on jet energy attenuation.Finally,based on smoothed particle hydrodynamics,a two-stage pressurized pulsed water jet rock breaking model was established to quantify the damage evolution of rocks under pressurized pulsed water jet impact and elucidate the rock breaking mechanism.The results show that the revised model more accurately reproduces the flow field characteristics captured in experiments,providing more accurate boundary conditions for pressurized pulsed water jet rock breaking.During the generation and development of pressurized pulsed water jet,significant cavitation phenomena occur inside the nozzle,which reduces the jet diameter and induces vortex generation.Moreover,the propagation speed of stress waves generated by water hammer pressure in the pressurized pulsed water jet is higher axially than radially,and the accumulation of rock damage presents a significant “stepwise” effect during stress wave propagation.Rock damage under pressurized pulsed water jet impact can be divided into four stages:low-pressure continuous stage,pressure surge stage,high-pressure continuous stage,and pressure reduction stage,with shear and tensile failure predominating,especially during the pressure surge and high-pressure continuous stages.These findings can further optimize and improve the theory and technology of pressurized pulsed water jet rock breaking.

       

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