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1. 重庆大学
2. 重庆大学资源及环境科学学院
3. 重庆大学 西南资源开发及环境灾害控制工程教育部重点实验室重庆,400044
纸质出版日期:2009,
网络出版日期:2009-8-2,
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卢义玉,葛兆龙,李晓红,康勇,刘勇.高压空化水射流破岩主要影响因素的研究[J].工程科学与技术,2009,41(6):1-5.
Lu Yi-yu, Ge Zhao-long, LI Xiao-hong, et al. Study on Main Factors of Rock Breakage with High-pressure Cavitating Water Jets[J]. Advanced Engineering Sciences, 2009,41(6):1-5.
中文摘要: 为了探讨高压空化水射流的空蚀能力与水力参数、岩石性质的相互关系及各参数影响破岩效果的内在机理,通过在不同泵压和围压条件下,针对不同孔隙率的岩石对高压空化水射流破碎岩石效果进行了一系列实验研究。结果表明:空蚀效果(空蚀质量、空蚀深度)随泵压增加成二次函数关系增加,随围压增加成二次函数关系减少;空泡云长度随泵压的增加而增大,随围压的增大而减小,并能较好的拟合成三次曲线函数关系,空泡云长度直接决定有效靶距,从而影响空蚀效果;本实验条件下,泵压在7 MPa时发生空化现象,并能破碎单轴抗压强度为96 MPa的砂岩;岩石的孔隙率对空化水射流的破岩能力影响较大,孔隙率越高的岩石越容易被空化水射流破碎。
Abstract:To reveal the effects of the hydraulic parameters and rock properties on the characters of the high-pressure cavitating water jets and to research the mechanism of the rock-breaking ability of the water jets affected by these characters
experiments of figureing out the rock breaking effect of the water jet on the rocks with different porosity rate
were carried out under the different confining pressures and pump pressures. The results showed that the rock breaking efficiency (erosion quality and erosion depth) increased along a conic with the pump pressure increased while decreased along another conic with the confining pressure increased. The length of the bubble cloud
which decided the valid stand-off distance and affected the rock breaking efficiency
decreased along a cubic with the confining pressure increased and increased with the pump pressure increased. Under the experimental condition
when the pump pressure was 7 MPa
the cavitating phenomenon appeared and the sandstone which uniaxial compressive strength was 96 MPa could be broken. It was concluded that the rock breaking ability of the water jets was affected by the porosity rate of the rock
and higher the porosity of rock is
the more easily the rock could be broken.
高压空化水射流岩石破碎围压泵压
high-pressure cavitating water jetsrock breakageconfining pressurepump pressure
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