节点文献
基于三维地质建模的四维地应力研究
Four-dimensional in-situ stress study based on three-dimensional geological modeling
【摘要】 针对受底辟波及的海相沉积地层所面临的井漏、溢流以及井壁坍塌等问题,依据油气田的地质资料建立储层构造模型,并结合已钻井测井数据、地应力、地层压力等数据,借助Petrel软件建立三维地质力学模型;在此基础上进一步构建四维地应力模型,分析地应力随着开采年限的变化规律。研究结果表明:(1)三维地应力模型与单井地应力数据相符度较高,最大误差为5.07%,具有良好的精确度;(2)经过15年的油气开采,目标区块内最大水平主地应力下降了43.58~43.8 MPa,最小水平主地应力下降了38.73~38.95 MPa;(3)随着开采时间的延长,地层孔隙压力逐渐降低,研究区域水平井极限坍塌压差随之递减,预测在2026~2027年间极限压差值等于配产压差,导致井眼坍塌。研究通过四维地应力场模拟技术,实现了水平井井眼全寿命开采周期预测,为底辟波及区域的防砂设计及安全生产提供了重要依据。
【Abstract】 Addressing issues such as lost circulation, overflow, and wellbore collapse encountered in marine sedimentary strata affected by diapirism, a reservoir structural model was established based on geological data from oil and gas fields.Combined with drilled well logging data, in-situ stress, formation pressure, and other data, a three-dimensional geomechanical model was constructed using Petrel software.Based on this, a four-dimensional in-situ stress model was further developed to analyze the variation of in-situ stress with the years of production.The research results indicate that:(1)the three-dimensional in-situ stress model has a high degree of consistency with single-well in-situ stress data, with a maximum error of 5.07%, demonstrating good accuracy;(2)after 15 years of oil and gas production, the maximum horizontal main in-situ stress decreased by 38.73~38.95 MPa, and the minimum horizontal main in-situ stress decreased by 43.58~43.8 MPa;(3)as production time increases, the formation pore pressure gradually decreases, and the limit collapse pressure differential of horizontal wells in the study area decreases accordingly.By 2026~2027, the limit pressure differential will equal the allocated production pressure differential, leading to wellbore collapse.Through four-dimensional in-situ stress field simulation technology, the study achieved prediction of the full-life productioncycle of horizontal wellbore, providing an important basis for sand control design and safe production in areas affected by diapirism.
【Key words】 basement-involved faulting; mudstone; three-dimensional in-situ stress model; four-dimensional in-situ stress field; wellbore stability;
- 【文献出处】 长江大学学报(自然科学版) ,Journal of Yangtze University(Natural Science Edition) , 编辑部邮箱 ,2026年01期
- 【分类号】TE21
- 【下载频次】12