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分流河道型致密砂岩储层地质工程一体化研究 被引量:2
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作者 唐明明 孔令沂 +1 位作者 唐佳凡 钱思源 《中国石油大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第5期1-12,共12页
优化三角洲前缘储层水力压裂开发方式和井网参数需要一套地质工程一体化研究方法。以松辽盆地北部长垣南葡萄花油田L区块为例,通过相控建模方法,以地质模型为约束构建储层岩石力学模型;在此基础上,采用流固耦合的有限元地应力模拟方法... 优化三角洲前缘储层水力压裂开发方式和井网参数需要一套地质工程一体化研究方法。以松辽盆地北部长垣南葡萄花油田L区块为例,通过相控建模方法,以地质模型为约束构建储层岩石力学模型;在此基础上,采用流固耦合的有限元地应力模拟方法开展三维地应力场模拟,其模拟地应力大小和方向分别与Kaiser效应和成像测井结果相一致;然后结合上述地质-岩石力学-地应力模型,根据压裂施工数据和微地震监测数据开展水力压裂缝的模拟与验证;最终建立流固耦合下拟合程度高的双孔双渗模型。基于上述方法,定量分析研究区直井井网参数与区域储层物性特征适配性的关系。结果表明:在衰竭开采下,储层物性较好区块500 m×150 m井网15 a累产油高于300 m×120 m井网10.65%;物性较差区块受水下分流河道影响,300 m×120 m井网的15 a累产油反而好于500 m×150 m井网8.16%;在注水开采下,物性较差区块产油提升更加明显并且500 m×150 m井网15 a累产油均高于300 m×120 m井网30%以上;研究结果可以为类似致密储层压裂开发优化提供理论支撑。 展开更多
关键词 致密储层 地质工程一体化 三维压裂模拟 应力有限元模拟 沉积相
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Petrel2ANSYS: Accessible software for simulation of crustal stress fields using constraints provided by multiple 3D models employing different types of grids 被引量:7
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作者 LIU Yu-yang PAN Mao LIU Shi-qi 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第9期2447-2463,共17页
Crustal stresses play an important role in both exploration and development in the oil and gas industry.However,it is difficult to simulate crustal stress distributions accurately,because of the incompatibilities that... Crustal stresses play an important role in both exploration and development in the oil and gas industry.However,it is difficult to simulate crustal stress distributions accurately,because of the incompatibilities that exist among different software.Here,a series of algorithms is developed and integrated in the Petrel2ANSYS to carry out two-way conversions between the 3D attribute models that employ corner-point grids used in Petrel and the 3D finite-element grids used in ANSYS.Furthermore,a modified method of simulating stress characteristics and analyzing stress fields using the finite-element method and multiple finely resolved 3D models is proposed.Compared to the traditional finite-element simulation-based approach,which involves describing the heterogeneous within a rock body or sedimentary facies in detail and simulating the stress distribution,the single grid cell-based approach focuses on a greater degree on combining the rock mechanics described by 3D corner-point grid models with the finely resolved material characteristics of 3D finite-element models.Different models that use structured and unstructured grids are verified in Petrel2ANSYS to assess the feasibility.In addition,with minor modifications,platforms based on the present algorithms can be extended to other models to convert corner-point grids to the finite-element grids constructed by other software. 展开更多
关键词 numerical simulation of stress fields corner-point grids finite-element grids PETREL ANSYS
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Stress distribution and fatigue life of built-up sleeved backup roll 被引量:1
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作者 朱忠英 孙登月 许石民 《Journal of Central South University》 SCIE EI CAS 2012年第8期2173-2178,共6页
The advantage of built-up sleeved backup roll was described. Based on the stress distribution analysis and simulation for the built-up sleeved backup roll by using finite element method, the effects of roll sleeve thi... The advantage of built-up sleeved backup roll was described. Based on the stress distribution analysis and simulation for the built-up sleeved backup roll by using finite element method, the effects of roll sleeve thickness and shrink range on the stress-strain field were studied. Finally, based on the methodology and strategy of the fatigue analysis, fatigue life of backup roll was estimated by using the stress-strain data obtained through finite element simulation. The results show that roll sleeve thickness and shrink range have a great influence on sleeve stress distribution of built-up sleeved roll. Under the circumstance of ensuring transferring enough torque, the shrink range should be kept small. However, thicker roll sleeve has longer roll service life when the shrink range is constant. 展开更多
关键词 built-up sleeved backup roll stress-strain analysis finite element method shrink range fatigue life
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