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动水高压条件下巷道底板涌水封堵技术研究
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作者 元军平 《黑龙江科技信息》 2008年第14期51-51,共1页
介绍了郭二庄矿业公司-300南大巷在动水高压和岩层破碎务件下封堵底板涌水的过程,对底板注浆加固和封堵涌水的技术、工艺和特点进行了总结和分析。
关键词 注浆堵 动水高压 封堵涌 底板注浆加固
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高压动水砂层溶洞地质注浆加固施工技术 被引量:12
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作者 张民庆 《铁道建筑技术》 2003年第2期11-14,共4页
圆梁山隧道是渝怀线上最长的隧道 ,该隧道穿越高压富水的毛坝向斜区。阐述了毛坝向斜核部高压动水砂层溶洞地质的施工方案、注浆设计、注浆施工和注浆效果检查评定等 ,为类似工程设计、施工提供借鉴依据。
关键词 铁路隧道 注浆加固 圆梁山隧道 施工技术 高压砂层溶洞地质
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CFD simulation of gas–liquid flow in a high-pressure bubble column with a modified population balance model 被引量:5
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作者 Bo Zhang Lingtong Kong +3 位作者 Haibo Jin Guangxiang He Suohe Yang Xiaoyan Guo 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2018年第6期1350-1358,共9页
In this study,based on the Luo bubble coalescence model,a model correction factor C_e for pressures according to the literature experimental results was introduced in the bubble coalescence efficiency term.Then,a coup... In this study,based on the Luo bubble coalescence model,a model correction factor C_e for pressures according to the literature experimental results was introduced in the bubble coalescence efficiency term.Then,a coupled modified population balance model(PBM) with computational fluid dynamics(CFD) was used to simulate a high-pressure bubble column.The simulation results with and without C_e were compared with the experimental data.The modified CFD-PBM coupled model was used to investigate its applicability to broader experimental conditions.These results showed that the modified CFD-PBM coupled model can predict the hydrodynamic behaviors under various operating conditions. 展开更多
关键词 High-pressure bubble column Bubble coalescence Computational fluid dynamics Population balance model
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Analysis and numerical simulation of dynamic effect on rock under high pressure water jet 被引量:1
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作者 李晓红 司鹄 王丹丹 《Journal of Coal Science & Engineering(China)》 2008年第2期209-212,共4页
Based on continuum mechanics and rock dynamics,analyzed the micro-struc- ture damage of rock and the impulsive effect under high pressure water jet and developed the dynamic model.Further,on the assumption of that roc... Based on continuum mechanics and rock dynamics,analyzed the micro-struc- ture damage of rock and the impulsive effect under high pressure water jet and developed the dynamic model.Further,on the assumption of that rock was homogeneous and iso- tropic,a computational model was established based on nonlinear finite element and Arbi- trary Lagrangian-Eulerian(ALE) method.The dynamic effect impacted on rock under high pressure water jet was simulated by the dynamic contact method.The propagation of stress wave in rock was numerically simulated at different impacting velocity.The results show that the propagation velocity of stress wave is proportional to the impacting velocity of high pressure water jet.The faster the impacting velocity is,the quicker the comedown of stress wave. 展开更多
关键词 high pressure waterjet impulsive dynamics stress wave nonlinear finite element
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Pressure fluctuation propagation of a pump turbine at pump mode under low head condition 被引量:19
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作者 GUO Lei LIU JinTao +2 位作者 WANG LeQin QIN DaQing WEI XianZhu 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第4期811-818,共8页
Pressure fluctuation at the vaneless space and vanes passages is one of the most important problems for the stable operation of a pump turbine. The fluctuation appears in any operating condition. Much research has bee... Pressure fluctuation at the vaneless space and vanes passages is one of the most important problems for the stable operation of a pump turbine. The fluctuation appears in any operating condition. Much research has been done on the pressure fluctuation of hydraulic machinery. However, the details of pressure fluctuation propagation of the pump turbine at the pump mode have not been revealed. The modem pump turbine with high water head requires the runner to be "flat", which would induce pressure fluctuation more easily than the low head pump turbine. In this article, a high head pump turbine model is used as the re- search object. As the pressure fluctuation at off-design point is more serious than at the design point, the low head condition is chosen as the research condition. Pressure fluctuation at the vaneless space and vanes passages is predicted by the computa- tional fluid dynamics method based on k-co shear stress transport model. The experiment conducted on the test rig of the Har- bin Institute of Large Electrical Machinery is used to verify the simulation method. It proves that the numerical method is a feasible way to research the fluctuation under this operating condition. The pressure fluctuation along the passage direction is analyzed at time and frequency domains. It is affected mainly by the interaction between the runner and vanes. In the circumferential direction, the influence of the special stay vane on the pressure fluctuation is got. The amplitude in the high-pressure side passage of that vane is lower than that in the other side. The study provides a basic understanding of the pressure fluctua- tion of a pump turbine and could be used as a reference to improve the operation stability of it. 展开更多
关键词 pump turbine pressure fluctuation vaneless space vanes passage pump mode low head
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