摘要
在不同泵压和淹没压力条件下,针对不同类型的空化喷嘴对高压空化水射流破碎岩石效果进行了一系列实验研究,其主要目的是探讨高压空化水射流的冲蚀能力与水力参数的相互关系,提高破岩效率。结果表明:射流的驱动泵压与冲蚀深度成正比;围压增加将使冲蚀深度降低;水射流存在一个最佳靶距;冲蚀时间具有区域性,冲蚀深度最终将趋于稳定,增加不明显;收敛型喷嘴的冲蚀深度远小于缩放型喷嘴的冲蚀深度.
How to achieve the most efficient rock-breaking is the research direction of the rock-breaking technique. According to this problem, a series of experiments relating to the rock-breaking efficiency of cavitating water jets were carried out for different nozzles within different pump pressures and ambient pressures. The results show that the erosion depth increases proportionally with the pump pressure and decreases as the ambient pressure increasing on the same experimental condition. Erosion happens in the first few minutes, and after that, erosion does not increase with time. The erosiondepth of the convergent-straight nozzle is much lower than that of the convergent-divergent nozzle.
出处
《重庆大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2006年第5期88-91,103,共5页
Journal of Chongqing University
基金
教育部博士点基金(200030611025)
重庆市科委自然科学基金(2005BB7040)
关键词
砂岩
高压空化水射流
破岩
sandstone
high-pressure cavitating water jets
rock-breaking
