Study on Near-Wellbore Fracture Initiation and Propagation with Fixed-Plane Perforation in Horizontal Well for Unconventional Reservoirs

被引:0
|
作者
Yan, Maosen [1 ,2 ]
Ai, Chi [2 ]
Zhang, Jun [2 ]
Lu, Wenjing [3 ]
Gao, Rui [4 ]
机构
[1] Northeast Petr Univ, Natl Key Lab Continental Shale Oil, Daqing 163318, Peoples R China
[2] Northeast Petr Univ, Dept Petr Engn, Daqing 163318, Peoples R China
[3] Daqing Oil field Ltd Co, Oil Prod Plant 9, Daqing 163161, Peoples R China
[4] Res Inst Petr Explorat & Dev, Beijing 100083, Peoples R China
关键词
hydraulic fracturing; fixed-plane perforation; discrete lattice method; initiation pressure; stress state; NUMERICAL-SIMULATION; PARTICLE; GEOMETRY; MODEL;
D O I
10.3390/pr12102280
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
At present, in the process of volume fracturing for a tight reservoir, employing the spiral perforation method to induce the fracture propagation direction would always obtain an unsatisfactory effect, which causes the deflection and tortuosity of hydraulic fractures. Therefore, researchers presented the fixed-plane perforation method for enhancing the effect on volume fracturing. In this paper, the three-dimensional discrete lattice method is used to study the initiation and propagation law of horizontal well fixed-plane perforation in unconventional reservoirs under two different stress states. The results show that it is more suitable to use fixed-plane perforation for reducing the initiation pressure. When employing the fixed-plane perforation method, fracture always initiates in the perforation plane, presents as an irregular fan-shaped failure surface, and then propagates along the wellbore. The initiation pressure is highly correlated to the phasing angle between adjacent perforations under different conditions, and the rate of increase in the initiation pressure decreases by around 1.59 similar to 6.38% when the phasing angle reaches 30 degrees. The fracturing pressure is inversely correlated with the diameter and tunnel length of the perforations and the horizontal stress difference. When the diameter increases to 17 mm, the tunnel length increases to 25 cm or the horizontal stress difference reaches 8 MPa. These results reveal an insignificant effect of the above parameters on the initiation pressure.
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页数:18
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