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基于三维角点网格模型的现今地应力有限元模拟
引用本文:刘钰洋,刘诗琦,潘懋,雷征东.基于三维角点网格模型的现今地应力有限元模拟[J].北京大学学报(自然科学版),2019,55(4):643-653.
作者姓名:刘钰洋  刘诗琦  潘懋  雷征东
作者单位:北京大学地球与空间科学学院造山带与地壳演化教育部重点实验室, 北京 100871;北京大学石油与天然气研究中心,北京 100871;中国石油勘探开发研究院,北京,100083
基金项目:国家科技重大专项(2017ZX05013-002)和中国石油勘探开发研究院科技专项(RIPED-2016-JS-276)资助
摘    要:设计并实现三维角点网格模型的现今地应力有限元模拟方法。利用角点网格, 建立储层三维精细模型。应用网格转换算法, 将网格转换为对应的三维有限元网格模型, 采用有限元法模拟地应力场的分布。采用网格转换逆向方法, 将模型重新采样至对应的角点网格地质模型, 为后续数值模拟等流程提供数据支持, 从而保证流程的连续性和数据的一致性。通过X工区和Y工区两个油田实例数据, 模拟工区应力场分布。对比分析表明, 模拟值与实测值匹配性较好, 证明了方法的准确性和有效性。

关 键 词:地应力  角点网格  有限元网格  网格转换
收稿时间:2018-05-15

Research of Crustal Stress Simulation Using Finite ElementAnalysis Based on Corner Point Grid
LIU Yuyang,LIU Shiqi,PAN Mao,LEI Zhengdong.Research of Crustal Stress Simulation Using Finite ElementAnalysis Based on Corner Point Grid[J].Acta Scientiarum Naturalium Universitatis Pekinensis,2019,55(4):643-653.
Authors:LIU Yuyang  LIU Shiqi  PAN Mao  LEI Zhengdong
Institution:1. Key Laboratory of Orogenic Belts and Crustal Evolution (MOE), School of Earth and Space Sciences, Peking University, Beijing 100871 2. Institute of Oil & Gas, Peking University, Beijing 100871

3. Research Institute of Petroleum Exploration and Development, China National Petroleum Corporation, Beijing 100083

Abstract:The development of stress finite element analysis approach based on 3D corner-point grid can establishaccurate crustal stress field. Firstly, corner-point grid is employed to establish the detailed structure and attributemodel of reservoir. Secondly, grid conversion algorithm is applied to convert corner-point grid to correspondingfinite-element grid. Then, finite element analysis is used to get attribute model based on finite-element grid whichreflects the distribution of crustal stress. Lastly, grid conversion algorithm is operated to reverse the attribute modelto another format which is based on corner-point grid for subsequent analysis. Thus, the procedure continuity anddata consistency has been proved by this approach. Furthermore, real data collected from oilfield X and Y areemployed to simulate stress distribution and the validity and accuracy of the proposed approach can be verified bycomparison between simulation results and real data.
Keywords:crustal stress  corner-point grid  finite-element grid  grid conversion  
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