层间应力差对水力裂缝扩展影响的大尺度实验模拟与分析

刘玉章; 付海峰; 丁云宏; 卢拥军; 王欣; 梁天成

doi:10.13639/j.odpt.2014.04.022

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层间应力差对水力裂缝扩展影响的大尺度实验模拟与分析

刘玉章, 付海峰, 丁云宏, 卢拥军, 王欣, 梁天成

文章导航 > 石油钻采工艺 > 2014 > 36(4): 88-92

刘玉章, 付海峰, 丁云宏, 卢拥军, 王欣, 梁天成. 层间应力差对水力裂缝扩展影响的大尺度实验模拟与分析[J]. 石油钻采工艺, 2014, 36(4): 88-92. doi: 10.13639/j.odpt.2014.04.022

引用本文:

LIU Yuzhang, FU Haifeng, DING Yunhong, LU Yongjun, WANG Xin, LIANG Tiancheng. Large scale experimental simulation and analysis of interlayer stress difference effect on hydraulic fracture extension[J]. Oil Drilling & Production Technology, 2014, 36(4): 88-92. doi: 10.13639/j.odpt.2014.04.022

Citation:

LIU Yuzhang, FU Haifeng, DING Yunhong, LU Yongjun, WANG Xin, LIANG Tiancheng. Large scale experimental simulation and analysis of interlayer stress difference effect on hydraulic fracture extension[J]. Oil Drilling & Production Technology, 2014, 36(4): 88-92. doi: 10.13639/j.odpt.2014.04.022

层间应力差对水力裂缝扩展影响的大尺度实验模拟与分析

doi: 10.13639/j.odpt.2014.04.022

刘玉章^1,2,
付海峰^1,2,
丁云宏^1,2,
卢拥军^1,2,
王欣^1,2,
梁天成^1,2

1.
中国石油勘探开发研究院廊坊分院，河北廊坊　065007
2.
中国石油油气藏改造重点实验室，河北廊坊　065007

详细信息

中图分类号: TE357.1

Large scale experimental simulation and analysis of interlayer stress difference effect on hydraulic fracture extension

1.
Langfang Branch of Research Institute of Petroleum Exploration and Development, CNPC, Langfang 065007, China
2.
Key Laboratory of Reservoir Stimulation, CNPC, Langfang 065007, China

摘要: 储隔层水平地应力差是水力裂缝高度延伸的主控因素，采用大尺寸全三维水力压裂实验系统模拟储隔层地应力条件，对长庆长6砂岩进行水力压裂裂缝垂向扩展模拟实验，并实现对大尺度岩样内部裂缝扩展的全三维实时声波监测。通过声波监测结果与实际裂缝形态对比，讨论了层间应力差、施工参数（排量、黏度）、施工压力对裂缝垂向延伸的影响。结果表明：缝高受层间应力差控制明显；同时施工参数也会影响裂缝的垂向延伸，高黏流体压裂有利于缝高延伸；对于均质致密砂岩岩样，实时声波监测技术能够对裂缝扩展动态进行有效监测。本研究为缝高延伸机理研究提供了实验手段，也为现场微地震监测提供参考。
- 大尺度物理模拟实验 /
- 水力压裂 /
- 垂向扩展 /
- 层间应力差 /
- 声波监测
Abstract: Horizontal geostress difference between reservoir and caprock is the main controlling factor for hydraulic fracturing height growth. A large scale full 3D hydraulic fracturing experiment system was used to simulate the geostress conditions of reservoir and caprock; simulation experiment was conducted to vertical growth of hydraulic fracturing for Chang-6 sandstone in Changqing Oilfield, and full 3D real-time acoustic monitoring was accomplished to internal fracture growth in large-size rock samples. A discussion was made regarding the effect interlayer stress difference, job parameters (flow rate, viscosity) and job pressure on vertical growth of fractures by comparing the results of acoustic monitoring and actual fracture geometry. The results show that fracture height is evidently controlled by interlayer stress difference; meanwhile, the job parameters will also affect the vertical growth of fractures, and fracturing with high-viscosity fluid is favorable for extension of fracture height; for homogeneous tight sandstone samples, real-time acoustic monitoring technique can effectively monitor the fracture growth conditions. This paper provides an experimental approach for the study on fracture height extension mechanism and also provides a reference for field micro-seismic monitoring.
- large scale physical simulation experiment /
- hydraulic fracturing /
- vertical extension /
- interlayer stress difference /
- acoustic monitoring

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层间应力差对水力裂缝扩展影响的大尺度实验模拟与分析

doi: 10.13639/j.odpt.2014.04.022

1. 中国石油勘探开发研究院廊坊分院，河北廊坊　065007

2. 中国石油油气藏改造重点实验室，河北廊坊　065007

收稿日期: 2019-05-19
修回日期: 2019-05-19
刊出日期: 2014-09-10

中图分类号: TE357.1

关键词:

摘要: 储隔层水平地应力差是水力裂缝高度延伸的主控因素，采用大尺寸全三维水力压裂实验系统模拟储隔层地应力条件，对长庆长6砂岩进行水力压裂裂缝垂向扩展模拟实验，并实现对大尺度岩样内部裂缝扩展的全三维实时声波监测。通过声波监测结果与实际裂缝形态对比，讨论了层间应力差、施工参数（排量、黏度）、施工压力对裂缝垂向延伸的影响。结果表明：缝高受层间应力差控制明显；同时施工参数也会影响裂缝的垂向延伸，高黏流体压裂有利于缝高延伸；对于均质致密砂岩岩样，实时声波监测技术能够对裂缝扩展动态进行有效监测。本研究为缝高延伸机理研究提供了实验手段，也为现场微地震监测提供参考。

English Abstract

Large scale experimental simulation and analysis of interlayer stress difference effect on hydraulic fracture extension

1. Langfang Branch of Research Institute of Petroleum Exploration and Development, CNPC, Langfang 065007, China

2. Key Laboratory of Reservoir Stimulation, CNPC, Langfang 065007, China

Received Date: 2019-05-19
Rev Recd Date: 2019-05-19
Publish Date: 2014-09-10

Keywords:

large scale physical simulation experiment /
hydraulic fracturing /
vertical extension /
interlayer stress difference /
acoustic monitoring

Abstract: Horizontal geostress difference between reservoir and caprock is the main controlling factor for hydraulic fracturing height growth. A large scale full 3D hydraulic fracturing experiment system was used to simulate the geostress conditions of reservoir and caprock; simulation experiment was conducted to vertical growth of hydraulic fracturing for Chang-6 sandstone in Changqing Oilfield, and full 3D real-time acoustic monitoring was accomplished to internal fracture growth in large-size rock samples. A discussion was made regarding the effect interlayer stress difference, job parameters (flow rate, viscosity) and job pressure on vertical growth of fractures by comparing the results of acoustic monitoring and actual fracture geometry. The results show that fracture height is evidently controlled by interlayer stress difference; meanwhile, the job parameters will also affect the vertical growth of fractures, and fracturing with high-viscosity fluid is favorable for extension of fracture height; for homogeneous tight sandstone samples, real-time acoustic monitoring technique can effectively monitor the fracture growth conditions. This paper provides an experimental approach for the study on fracture height extension mechanism and also provides a reference for field micro-seismic monitoring.

引用本文:

Citation:

LIU Yuzhang, FU Haifeng, DING Yunhong, LU Yongjun, WANG Xin, LIANG Tiancheng. Large scale experimental simulation and analysis of interlayer stress difference effect on hydraulic fracture extension[J]. Oil Drilling & Production Technology, 2014, 36(4): 88-92. doi: 10.13639/j.odpt.2014.04.022