水力裂缝扩展数值模拟及与现场微震数据的比较

H. Siriwardane, Carter Hulcher
{"title":"水力裂缝扩展数值模拟及与现场微震数据的比较","authors":"H. Siriwardane, Carter Hulcher","doi":"10.33915/etd.4016","DOIUrl":null,"url":null,"abstract":"A hydraulic fracturing site in Morgantown, West Virginia, USA was selected to be a research site for the Marcellus Shale Energy and Environment Laboratory (MSEEL) project which was funded by the U.S. Department of Energy (DOE). The field site has two previously drilled horizontal wells and two newly drilled horizontal wells for extracting natural gas. A separate exploratory vertical “science well” was also drilled and an array of geophones was used to extract important seismic/microseismic event information during hydraulic fracture propagation. Microseismic data collected from the geophones was then used to approximate the extent of hydraulic fractures. Numerical modeling was performed to determine the extent of all hydraulic fractures at the site. The 58 stages encompassing two wells were individually numerically modeled. Available geologic, geomechanical, and treatment data was utilized in the numerical modeling of all stages at both horizontal wells. Comparisons were then made with available microseismic data collected at the field site during hydraulic fracturing operations. Model calibration was based on a statistical methodology and available microseismic data. Results show a good match between estimates/measurements and model calculations of fracture/microseismic cloud height.","PeriodicalId":430204,"journal":{"name":"Challenges and Innovations in Geomechanics","volume":"9 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-05-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Numerical Modeling of Hydraulic Fracture Propagation and Comparison with Microseismic Data at a Field Site\",\"authors\":\"H. Siriwardane, Carter Hulcher\",\"doi\":\"10.33915/etd.4016\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"A hydraulic fracturing site in Morgantown, West Virginia, USA was selected to be a research site for the Marcellus Shale Energy and Environment Laboratory (MSEEL) project which was funded by the U.S. Department of Energy (DOE). The field site has two previously drilled horizontal wells and two newly drilled horizontal wells for extracting natural gas. A separate exploratory vertical “science well” was also drilled and an array of geophones was used to extract important seismic/microseismic event information during hydraulic fracture propagation. Microseismic data collected from the geophones was then used to approximate the extent of hydraulic fractures. Numerical modeling was performed to determine the extent of all hydraulic fractures at the site. The 58 stages encompassing two wells were individually numerically modeled. Available geologic, geomechanical, and treatment data was utilized in the numerical modeling of all stages at both horizontal wells. Comparisons were then made with available microseismic data collected at the field site during hydraulic fracturing operations. Model calibration was based on a statistical methodology and available microseismic data. Results show a good match between estimates/measurements and model calculations of fracture/microseismic cloud height.\",\"PeriodicalId\":430204,\"journal\":{\"name\":\"Challenges and Innovations in Geomechanics\",\"volume\":\"9 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-05-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Challenges and Innovations in Geomechanics\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.33915/etd.4016\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Challenges and Innovations in Geomechanics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.33915/etd.4016","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 2

摘要

由美国能源部(DOE)资助的Marcellus页岩能源与环境实验室(MSEEL)项目选择了位于美国西弗吉尼亚州Morgantown的一个水力压裂场地作为研究场地。该油田有两口以前钻过的水平井和两口新钻的水平井用于开采天然气。另外,还钻了一口独立的垂直勘探“科学井”,使用检波器阵列提取水力裂缝扩展过程中的重要地震/微地震事件信息。然后使用检波器收集的微地震数据来估计水力裂缝的程度。进行数值模拟以确定现场所有水力裂缝的程度。包括两口井在内的58个阶段分别进行了数值模拟。利用现有的地质、地质力学和处理数据,对两口水平井的所有阶段进行了数值模拟。然后与水力压裂作业现场收集的微地震数据进行比较。模型标定是基于统计方法和现有的微地震数据。结果表明,裂缝/微震云高的估计/测量值与模型计算值吻合良好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Numerical Modeling of Hydraulic Fracture Propagation and Comparison with Microseismic Data at a Field Site
A hydraulic fracturing site in Morgantown, West Virginia, USA was selected to be a research site for the Marcellus Shale Energy and Environment Laboratory (MSEEL) project which was funded by the U.S. Department of Energy (DOE). The field site has two previously drilled horizontal wells and two newly drilled horizontal wells for extracting natural gas. A separate exploratory vertical “science well” was also drilled and an array of geophones was used to extract important seismic/microseismic event information during hydraulic fracture propagation. Microseismic data collected from the geophones was then used to approximate the extent of hydraulic fractures. Numerical modeling was performed to determine the extent of all hydraulic fractures at the site. The 58 stages encompassing two wells were individually numerically modeled. Available geologic, geomechanical, and treatment data was utilized in the numerical modeling of all stages at both horizontal wells. Comparisons were then made with available microseismic data collected at the field site during hydraulic fracturing operations. Model calibration was based on a statistical methodology and available microseismic data. Results show a good match between estimates/measurements and model calculations of fracture/microseismic cloud height.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Reliability Analysis of Earth Slopes Using Direct Coupling Numerical Modeling of Hydraulic Fracture Propagation and Comparison with Microseismic Data at a Field Site Influence of Footing Typologies on the Stability of a Transmission Tower Resting on the Bench of a Hill Slope Deformation and Vertical Permeability Variations Induced by Freeze-Thaw Cycles in Over-Consolidated Silty Clays An Integrated Study on the Risk Assessment of Abuchiragama Karstic Underground Shelter (Japan) Under Static and Dynamic Conditions
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1