LIU Shaohu1 , ZHANG Yiwei2 , TU Yiliu1
(1. School of Mechanical Engineering, Yangtze University, Jingzhou 434023, China; 2. Mechatronic Engineering College in Southwest Petroleum University, Chengdu 610500,China)
Abstract:Based on the fluid and solid two-phase flow dynamics and erosion theory, sand-carrying erosion model was established for outer wall of coiled tubing(CT) in horizontal section. The erosion rate of sand particle was calculated through Grand and Tabakoff formula. The calculation result was verified with the experimental data for the computational fluid dynamics(CFD)numerical model. Then, this model was applied to study the erosion law of outer wall of CT, such as curved tube and straight tube, the mass flow, the size of sand particle, the inject pressure,the volume of fracturing fluid injection and the viscosity of fracturing fluid. The result shows that the erosion of curving CT is more serious than that of straight CT, and also the erosive wear is the most serious in the small gap between the CT and the casing.With the increase of mass flow, erosion rate of outer wall of CT increased dramatically. The size of sand particle has great effect on the erosion of outer wall of CT. The erosion rate of the CT rapidly grows with the increase of fluid injection volume.
Keywords: coiled tubing; fluid and solid two-phase flow; erosion; outer wall; annular sand fracturing
文章编号:1008-5548(2016)06-0080-04
DOI:10.13732/j.issn.1008-5548.2016.06.018
收稿日期:2016-04-05,修回日期:2016-11-08,在线出版时间:2016-12-06。
基金项目:国家自然科学基金项目,编号,51604039;湖北省教育厅科学技术研究计划青年人才项目,编号,Q20161310;长江大学青年基金项目,编号,2015cqn44。
第一作者简介:刘少胡(1984—),男,博士,副教授,研究方向为管柱力学、计算流体动力学及钻完井工具。E-mail:liushaoh@126.com。