Rock and Soil Mechanics ›› 2019, Vol. 40 ›› Issue (8): 3255-3261.doi: 10.16285/j.rsm.2018.0877

• Numerical Analysis • Previous Articles     Next Articles

3D simulation of fracture growth from perforation to near-wellbore in horizontal wells based on continuum damage model

SUN Feng1, XUE Shi-feng1, PANG Ming-yu1, TANG Mei-rong2, ZHANG Xiang2, LI Chuan2   

  1. 1. College of Pipeline and Civil Engineering, China University of Petroleum, Qingdao, Shandong 266580, China; 2. Oil and Gas Technology Research Institute, PetroChina Changqing Oilfield Company, Xi’an, Shaanxi 710021, China
  • Received:2018-05-17 Online:2019-08-12 Published:2019-08-26
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (51304230), the Fundamental Research Funds for the Central Universities (16CX05001A) and the China Scholarship Council Fund (201706455025).

Abstract: Perforation provides fluid conduit between wellbore and reservoir, hence it is an important controllable parameter for hydraulic fracturing stimulations. Focusing on the mechanism of fracture growth from perforation to near-wellbore in horizontal wells, a hydro-mechanical coupling model was used to analyze the stress change, together with continuum-based damage elements to characterize the three-dimensional fracture propagation and geometry evolution. A finite element program was developed to investigate the effects of perforation on fracture initiation pressure, failure location and near-wellbore fracturing complexity. The model was validated against the results of analytical model and perforation fracture experiments. The simulation results of horizontal well fracture initiation pressure were coincided well with the records of field test. The results indicate that: perforation can be used to control the fracturing pressure and propagation behavior of the initial fracture, which has a further effect on the fracture geometry of near-wellbore region in horizontal wells. Optimizing perforation parameters can lead initial fracture extend toward the preferred fracture plane. The results could help to decrease the fracture pressure, reduce the tortuosity and complexity of near-wellbore fracture caused by the helical perforations, and improve the fracturing stimulation effects of tight oil and gas reservoirs.

Key words: continuum damage, horizontal well, perforation parameters, near-wellbore fracture geometry, numerical simulation

CLC Number: 

  • TU 452
[1] MAO Hao-yu, XU Nu-wen, LI Biao, FAN Yi-lin, WU Jia-yao, MENG Guo-tao, . Stability analysis of an underground powerhouse on the left bank of the Baihetan hydropower station based on discrete element simulation and microseismic monitoring [J]. Rock and Soil Mechanics, 2020, 41(7): 2470-2484.
[2] SHI Lin-ken, ZHOU Hui, SONG Ming, LU Jing-jing, ZHANG Chuan-qing, LU Xin-jing, . Physical experimental study on excavation disturbance of TBM in deep composite strata [J]. Rock and Soil Mechanics, 2020, 41(6): 1933-1943.
[3] ZHANG Zhen, ZHANG Zhao, YE Guan-bao, WANG Meng, XIAO Yan, CHENG Yi, . Progressive failure mechanism of stiffened deep mixed column-supported embankment [J]. Rock and Soil Mechanics, 2020, 41(6): 2122-2131.
[4] SU Jie, ZHOU Zheng-hua, LI Xiao-jun, DONG Qing, LI Yu-ping, CHEN Liu. Discussion on determination of shear wave arrival time based on the polarization effect in downhole method [J]. Rock and Soil Mechanics, 2020, 41(4): 1420-1428.
[5] YANG Gao-sheng, BAI Bing, YAO Xiao-liang, . Study of thawing and consolidation law of ice-rich embankment [J]. Rock and Soil Mechanics, 2020, 41(3): 1010-1018.
[6] SHENG Jian-long, HAN Yun-fei, YE Zu-yang, CHENG Ai-ping, HUANG Shi-bing, . Relative permeability model for water-air two-phase flow in rough-walled fractures and numerical analysis [J]. Rock and Soil Mechanics, 2020, 41(3): 1048-1055.
[7] MA Qiu-feng, QIN Yue-ping, ZHOU Tian-bai, YANG Xiao-bin. Development and application of contact algorithms for rock shear fracture surface [J]. Rock and Soil Mechanics, 2020, 41(3): 1074-1085.
[8] LI Kang, WANG Wei, YANG Dian-sen, CHEN Wei-zhong, QI Xian-yin , TAN Cai. Application of periodic oscillation method in low permeability measurement [J]. Rock and Soil Mechanics, 2020, 41(3): 1086-1094.
[9] LI Fan-fan, CHEN Wei-zhong, LEI Jiang, YU Hong-dan, MA Yong-shang, . Study of mechanical properties of claystone based on plastic damage [J]. Rock and Soil Mechanics, 2020, 41(1): 132-140.
[10] XIA Kun, DONG Lin, PU Xiao-wu, LI Lu. Earthquake response characteristics of loess tableland [J]. Rock and Soil Mechanics, 2020, 41(1): 295-304.
[11] GUO Yuan-cheng, LI Ming-yu, ZHANG Yan-wei, . Incremental analytical method for prestressed anchor and soil nail wall composite support system [J]. Rock and Soil Mechanics, 2019, 40(S1): 253-258.
[12] YAN Guo-qiang, YIN Yue-ping, HUANG Bo-lin, ZHANG Zhi-hua, DAI Zhen-wei, . Formation mechanism and deformation characteristics of Jinjiling landslide in Wushan, Three Gorges Reservoir region [J]. Rock and Soil Mechanics, 2019, 40(S1): 329-340.
[13] LIU Hong-yan. Influence of macroscopic and mesoscopic flaws on mechanical behavior of rock mass and slope stability [J]. Rock and Soil Mechanics, 2019, 40(S1): 431-439.
[14] JIN Ai-bing, LIU Jia-we, ZHAO Yi-qing, WANG Ben-xin, SUN Hao, WEI Yu-dong, . Mechanical characteristics analysis of granite under unloading conditions [J]. Rock and Soil Mechanics, 2019, 40(S1): 459-467.
[15] HAN Zheng, SU Bin, LI Yan-ge, WANG Wei, WANG Wei-dong, HUANG Jian-ling, CHEN Guang-qi, . Smoothed particle hydrodynamic numerical simulation of debris flow process based on Herschel-Bulkley-Papanastasiou constitutive model [J]. Rock and Soil Mechanics, 2019, 40(S1): 477-485.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!