印尼苏门答腊盆地中部Bengkalis海槽褐页岩油气开发测井地质力学分析

IF 1.5 Q3 GEOSCIENCES, MULTIDISCIPLINARY
A. Buntoro, C. Prasetyadi, R. A. Wibowo, A. M. Suranto
{"title":"印尼苏门答腊盆地中部Bengkalis海槽褐页岩油气开发测井地质力学分析","authors":"A. Buntoro, C. Prasetyadi, R. A. Wibowo, A. M. Suranto","doi":"10.1080/12269328.2021.2002199","DOIUrl":null,"url":null,"abstract":"ABSTRACT Geomechanical analysis using well log can be used to determine the fracable zone. Fracability is a parameter applied in the development of shale hydrocarbon to overcome the weaknesses in determining the fracable zone which was previously only based on high brittleness and considered a good hydraulic fracking candidate. The fracability model from the results of geomechanical analysis is used as the basis for hydraulic fracking planning for the development of Brownshale hydrocarbon in the Bengkalis Trough area, as a case study. Therefore, it has good development prospects. The geomechanical analysis of well BS-03, is the only well that penetrated the Brownshale formation. The geomechanical parameters investigation consists of Young’s modulus, Poisson’s ratio, unixial compressive strength, brittleness index, and the fracability index. Therefore, the fracability model is built by correlating the depth interval of the Brownshale formation and the geomechanical parameters, in order to determine the Brownshale formation interval as the basis for the location selection process and the hydraulic fracking interval. The results of geomechanical analysis show an interesting phenomenon in the fracability index, with negative and positive depth intervals at the top and bottom, respectively. The upper and lower depth intervals represent fracture barrier and fracable zone interval. Abbreviations vp: primary wave velocity (km/sec); vs: secondary wave velocity (km/sec); ρ: rock density (g/cc); E: Young’s Modulus (MPa); υ: Poisson’s ratio (dimensionless); UCS: unconfined compressive strength, MPa; Vp: primary wave velocity (km/sec) where; Ebrittleness: Young’s modulus of brittleness, fraction; Emin: Minimum Young’s modulus, MPa; Emax: Maximum Young’s modulus, MPa; FI: Fracability index, fraction; Bn: Brittleness normalization, fraction; En: Young’s Modulus normalization, fraction; B: Brittleness at analyzed depth, fraction; Bmin: Minimum brittleness in the formation was investigated, fraction; Bmax: Maximum brittleness in the formation was investigated, fraction; β: Biot’s effective stress constant; Bc: Skempton’s coefficient","PeriodicalId":12714,"journal":{"name":"Geosystem Engineering","volume":null,"pages":null},"PeriodicalIF":1.5000,"publicationDate":"2021-11-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"1","resultStr":"{\"title\":\"Geomechanical analysis from well log for brownshale hydrocarbon development in the Bengkalis Trough, Central Sumatra Basin, Indonesia\",\"authors\":\"A. Buntoro, C. Prasetyadi, R. A. Wibowo, A. M. Suranto\",\"doi\":\"10.1080/12269328.2021.2002199\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"ABSTRACT Geomechanical analysis using well log can be used to determine the fracable zone. Fracability is a parameter applied in the development of shale hydrocarbon to overcome the weaknesses in determining the fracable zone which was previously only based on high brittleness and considered a good hydraulic fracking candidate. The fracability model from the results of geomechanical analysis is used as the basis for hydraulic fracking planning for the development of Brownshale hydrocarbon in the Bengkalis Trough area, as a case study. Therefore, it has good development prospects. The geomechanical analysis of well BS-03, is the only well that penetrated the Brownshale formation. The geomechanical parameters investigation consists of Young’s modulus, Poisson’s ratio, unixial compressive strength, brittleness index, and the fracability index. Therefore, the fracability model is built by correlating the depth interval of the Brownshale formation and the geomechanical parameters, in order to determine the Brownshale formation interval as the basis for the location selection process and the hydraulic fracking interval. The results of geomechanical analysis show an interesting phenomenon in the fracability index, with negative and positive depth intervals at the top and bottom, respectively. The upper and lower depth intervals represent fracture barrier and fracable zone interval. Abbreviations vp: primary wave velocity (km/sec); vs: secondary wave velocity (km/sec); ρ: rock density (g/cc); E: Young’s Modulus (MPa); υ: Poisson’s ratio (dimensionless); UCS: unconfined compressive strength, MPa; Vp: primary wave velocity (km/sec) where; Ebrittleness: Young’s modulus of brittleness, fraction; Emin: Minimum Young’s modulus, MPa; Emax: Maximum Young’s modulus, MPa; FI: Fracability index, fraction; Bn: Brittleness normalization, fraction; En: Young’s Modulus normalization, fraction; B: Brittleness at analyzed depth, fraction; Bmin: Minimum brittleness in the formation was investigated, fraction; Bmax: Maximum brittleness in the formation was investigated, fraction; β: Biot’s effective stress constant; Bc: Skempton’s coefficient\",\"PeriodicalId\":12714,\"journal\":{\"name\":\"Geosystem Engineering\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.5000,\"publicationDate\":\"2021-11-02\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"1\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Geosystem Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1080/12269328.2021.2002199\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"GEOSCIENCES, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Geosystem Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1080/12269328.2021.2002199","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"GEOSCIENCES, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 1

摘要

摘要利用测井进行地质力学分析可用于确定可压裂区。可压裂性是页岩油气开发中应用的一个参数,用于克服在确定可压裂区时的弱点,该可压裂区以前仅基于高脆性,被认为是一种良好的水力压裂候选方案。地质力学分析结果的可压裂性模型被用作Bengkalis海槽地区Brownshale碳氢化合物开发水力压裂规划的基础,作为案例研究。因此,具有良好的发展前景。BS-03井的地质力学分析是唯一一口穿透褐页岩地层的井。地质力学参数研究包括杨氏模量、泊松比、单轴抗压强度、脆性指数和可压裂性指数。因此,通过将褐页岩地层的深度层段与地质力学参数相关联来建立可压裂性模型,以确定褐页岩地层层段作为选址过程和水力压裂层段的基础。地质力学分析结果显示,可压裂性指数出现了一个有趣的现象,顶部和底部的深度间隔分别为负和正。上部和下部深度层段代表裂缝屏障和可压裂带层段。缩写vp:主波速度(km/sec);vs:二次波速度(km/sec);ρ: 岩石密度(g/cc);E: 杨氏模量(MPa);υ: 泊松比(无量纲);UCS:无侧限抗压强度,MPa;Vp:一次波速(km/sec),式中:;脆性:杨氏脆性模量,分数;Emin:最小杨氏模量,MPa;Emax:最大杨氏模量,MPa;FI:可压裂性指数,分数;Bn:脆性归一化,分数;En:杨氏模量归一化,分数;B: 分析深度的脆性,分数;Bmin:研究了地层的最小脆性,分数;Bmax:研究了地层的最大脆性,分数;β: 毕奥有效应力常数;Bc:Skempton系数
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Geomechanical analysis from well log for brownshale hydrocarbon development in the Bengkalis Trough, Central Sumatra Basin, Indonesia
ABSTRACT Geomechanical analysis using well log can be used to determine the fracable zone. Fracability is a parameter applied in the development of shale hydrocarbon to overcome the weaknesses in determining the fracable zone which was previously only based on high brittleness and considered a good hydraulic fracking candidate. The fracability model from the results of geomechanical analysis is used as the basis for hydraulic fracking planning for the development of Brownshale hydrocarbon in the Bengkalis Trough area, as a case study. Therefore, it has good development prospects. The geomechanical analysis of well BS-03, is the only well that penetrated the Brownshale formation. The geomechanical parameters investigation consists of Young’s modulus, Poisson’s ratio, unixial compressive strength, brittleness index, and the fracability index. Therefore, the fracability model is built by correlating the depth interval of the Brownshale formation and the geomechanical parameters, in order to determine the Brownshale formation interval as the basis for the location selection process and the hydraulic fracking interval. The results of geomechanical analysis show an interesting phenomenon in the fracability index, with negative and positive depth intervals at the top and bottom, respectively. The upper and lower depth intervals represent fracture barrier and fracable zone interval. Abbreviations vp: primary wave velocity (km/sec); vs: secondary wave velocity (km/sec); ρ: rock density (g/cc); E: Young’s Modulus (MPa); υ: Poisson’s ratio (dimensionless); UCS: unconfined compressive strength, MPa; Vp: primary wave velocity (km/sec) where; Ebrittleness: Young’s modulus of brittleness, fraction; Emin: Minimum Young’s modulus, MPa; Emax: Maximum Young’s modulus, MPa; FI: Fracability index, fraction; Bn: Brittleness normalization, fraction; En: Young’s Modulus normalization, fraction; B: Brittleness at analyzed depth, fraction; Bmin: Minimum brittleness in the formation was investigated, fraction; Bmax: Maximum brittleness in the formation was investigated, fraction; β: Biot’s effective stress constant; Bc: Skempton’s coefficient
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
Geosystem Engineering
Geosystem Engineering GEOSCIENCES, MULTIDISCIPLINARY-
CiteScore
2.70
自引率
0.00%
发文量
11
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信