Numerical Simulation of the Simultaneous Development of Multiple Fractures in Horizontal Wells Based on the Extended Finite Element Method

被引:5
作者
Ping, Enshun [1 ]
Zhao, Peng [2 ]
Zhu, Haiyan [3 ,4 ]
Wang, Yuzhong [1 ]
Jiao, Zixi [3 ,4 ]
Zhao, Qingjie [1 ]
Feng, Gan [5 ,6 ]
机构
[1] CNPC Bohai Drilling Engn Co Ltd, Downhole Technol Serv Co, Tianjin 300457, Peoples R China
[2] Chengdu Univ Technol, State Key Lab Geohazard Prevent & Geoenvironm Prot, Chengdu 610059, Peoples R China
[3] Chengdu Univ Technol, State Key Lab Oil & Gas Reservoir Geol & Exploitat, Chengdu 610059, Peoples R China
[4] Chengdu Univ Technol, Coll Energy, Chengdu 610059, Peoples R China
[5] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu 610065, Peoples R China
[6] Sichuan Univ, Coll Water Resource & Hydropower, Chengdu 610065, Peoples R China
基金
中国国家自然科学基金;
关键词
XFEM; stress-shadow effect; competition propagation of fractures; in situ stress difference; injection rate; HYDRAULIC-FRACTURE; PERFORATION CLUSTERS; PROPAGATION; SHALE; MODEL; PERFORMANCE; INITIATION; SCHEMES; GROWTH;
D O I
10.3390/en17051057
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Simultaneous multiple-fracture treatments in horizontal wellbores have become an essential technology for the economic development of shale gas reservoirs. During hydraulic fracturing, fracture initiation and propagation always induce additional stresses on the surrounding rock. When multiple fractures develop simultaneously, the development of some fractures is limited due to the stress-shadow effect. An in-depth understanding of the multiple-fracture propagation mechanism as reflected by fracture morphology and flow rate distribution can help to set reasonable operation parameters for improving the uniformity of multiple fractures and forming a complex fracture network according to the different in situ stress conditions in a reservoir to increase the shale gas recovery and reduce the cost. In this study, a two-dimensional (2D) fracture propagation model was developed based on the extended finite element method (XFEM). Then, the influences of various factors, including geological and operational factors, on the development of multiple fractures were studied. The results of numerical simulations showed that increasing the cluster spacing or injecting fracturing fluid with lower viscosity can help reduce the stress-shadow effect. In the case of smaller in situ stress differences, the deflection of the fractures was larger due to the stress-shadow effect. As the stress difference increased, the direction of the propagation of the fracture was gradually biased towards the direction of maximum horizontal stress. In addition, the injection rate had some effects on the fracture morphology and flow rate distribution. However, as the injection rate increased, the dominant fracture developed rapidly, and the fracture length significantly increased.
引用
收藏
页数:19
相关论文
共 50 条
[21]   A coupling algorithm for simulating multiple hydraulic fracture propagation based on extended finite element method [J].
Li, Xiao-Gang ;
Yi, Liang-Ping ;
Yang, Zhao-Zhong ;
Liu, Chang-yin ;
Yuan, Ping .
ENVIRONMENTAL EARTH SCIENCES, 2017, 76 (21)
[22]   Numerical Modelling of Interaction between Hydraulic Fractures and Natural Fractures by Using the Extended Finite Element Method [J].
Li, Peilun ;
Dong, Yan ;
Wang, Sheng ;
Li, Peichao .
ADVANCES IN CIVIL ENGINEERING, 2020, 2020
[23]   Numerical study on deformations in a cracked viscoelastic body with the extended finite element method [J].
Zhang, H. H. ;
Rong, G. ;
Li, L. X. .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2010, 34 (06) :619-624
[24]   Numerical Analysis for Promoting Uniform Development of Simultaneous Multiple-Fracture Propagation in Horizontal Wells [J].
Wu, Kan ;
Olson, Jon ;
Balhoff, Matthew T. ;
Yu, Wei .
SPE PRODUCTION & OPERATIONS, 2017, 32 (01) :41-50
[25]   Analysis of Interaction of Multiple Cracks Based on Tip Stress Field Using Extended Finite Element Method [J].
Wang, Yuxiao ;
Javadi, Akbar A. ;
Fidelibus, Corrado .
JOURNAL OF APPLIED MATHEMATICS, 2022, 2022
[26]   Interaction of a hydraulic fracture with a hole in poroelasticity medium based on extended finite element method [J].
Luo, Zhifeng ;
Zhang, Nanlin ;
Zhao, Liqiang ;
Zeng, Ji ;
Liu, Pingli ;
Li, Nianyin .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2020, 115 :108-119
[27]   Numerical simulation on the simultaneous stress interference of parallel multiple hydraulic fractures [J].
Lu, Weiyong ;
He, Changchun .
ENERGY EXPLORATION & EXPLOITATION, 2021, 39 (04) :1143-1161
[28]   Induced hydraulic fractures in underground block caving mines using an extended finite element method [J].
Mejia, Cristian ;
Roehl, Deane .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2023, 170
[29]   Simulation of the failure process of landslides based on extended finite element method [J].
Wang Xiang-nan ;
Li Quan-ming ;
Yu Yu-zhen ;
Yu Jia-lin ;
Lu He .
ROCK AND SOIL MECHANICS, 2019, 40 (06) :2435-2442
[30]   Three-dimensional numerical investigation of the interaction between multiple hydraulic fractures in horizontal wells [J].
Zhao, Kaikai ;
Stead, Doug ;
Kang, Hongpu ;
Gao, Fuqiang ;
Donati, Davide .
ENGINEERING FRACTURE MECHANICS, 2021, 246