缩径管内两相流砂粒碰撞和冲蚀特性研究  被引量:6

Study on Sand Collisions and Erosion Characteristics of Two Phase Flow in Contraction Pipes

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作  者:姚利明[1] 刘巨保[1] 张宏岩[2] 张晓川[2] 岳欠杯[1] YAO Liming;LIU Jubao;ZHANG Hongyan;ZHANG Xiaochuan;YUE Qianbei(Mechanical Science and Engineering College,Northeast Petroleum University,Daqing,Heilongjiang,163000;Institute of Oil Production Engineering,Daqing Oil Field Co.,Daqing,Heilongjiang,163000)

机构地区:[1]东北石油大学机械科学与工程学院,大庆163000 [2]大庆油田有限责任公司采油工程研究院,大庆163000

出  处:《中国机械工程》2018年第6期674-681,704,共9页China Mechanical Engineering

基  金:国家自然科学基金资助项目(11502051);东北石油大学研究生科技创新项目(YJSCX2015-023NEPU)

摘  要:针对目前建模方法在描述两相流中砂粒碰撞行为方面存在的不足,运用计算流体力学和离散单元耦合方法建立了压裂工况下的缩径管两相流模型,实验验证了仿真模型的准确性。分析了缩径管内砂粒间碰撞及缩径斜面受力规律,研究发现,缩径斜面冲蚀深度随砂比增大而增大,砂比大于40%时,相同时间的冲蚀深度增量减小,并趋于最大值;缩径斜面冲蚀深度随黏度增大而减小,流体黏度对缩径斜面外缘比对内缘的冲蚀深度影响大。As the shortcomings of current modeling method in describing the sand erosions in two phase flow,CFD-DEM was used to build contraction pipe two phase flow in fracturing condition,the accuracy of simulation model was testified by experiments and the force laws of particle collisions and contraction areas in contraction pipes were analyzed.The results show that the erosion depth of contraction areas increases by sand ratios,and the erosion depth increment decreases and approaches the maximum during the same period when the sand ratio is over 40%.The erosion depth of contraction area decreases with the viscosity increments and the influences of fluid viscosity on contraction area outer margin are bigger than inner edge.

关 键 词:冲蚀 两相流 砂粒碰撞 计算流体力学和离散单元耦合方法 

分 类 号:TE35[石油与天然气工程—油气田开发工程] TB126[理学—工程力学]

 

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