真三轴条件下低渗煤岩储层导向水力压裂试验研究

Experimental study on guided hydraulic fracturing of low-permeability coal rock reservoirs under true triaxial conditions

  • 摘要: 低渗煤岩储层中煤层气的开采是当下能源开采领域的一个热点。为研究低渗储层低滤失条件下水力裂缝的扩展规律, 文中基于水力裂缝Ⅰ-Ⅱ复合型应力强度因子, 构建了裂缝尖端周向应力理论模型。通过真三轴导向水力压裂试验, 以含预制裂缝的低渗岩样为研究对象, 分析了水平应力差与注液速率对裂缝扩展的影响。结果表明, 低渗岩层水力压裂中, 注液速率增加时, 裂缝发育趋向于单一平直形态, 且对裂缝长度的影响显著大于宽度, 同时水力裂缝的起裂压力和持续扩展压力均随注液速率的增加而升高。最大水平主应力不变, 最小水平主应力减小时, 裂缝的起裂压力降低, 水力裂缝扩展路径由倾斜弯曲变得平缓, 水力裂缝宽度呈先增大后减小趋势。注液速率和水平主应力差增大均会增加岩石破坏的总注液量, 使得低滤失条件下的裂缝体积进一步扩大。

     

    Abstract: The exploitation of coalbed methane in low-permeability coal rock reservoirs is a major research focus in energy exploitation. This study constructed a theoretical model for calculating the circumferential stress at the fracture tip by taking into account the hydraulic fracture Ⅰ-Ⅱ composite stress intensity factor so as to investigate the expansion patterns of hydraulic fracture under low filtration loss in low-permeability reservoirs. We took the low-permeability rock samples containing prefabricated cracks as the research object and conducted a true triaxial guided hydraulic fracturing test to explore the expansion patterns of cracks under low filtration loss with different horizontal stress differences and fluid injection rates. Results show that, in hydraulic fracturing of low-permeability rock formations, increasing fluid injection rate tended to cause a single straight fracture. The effect on crack length was significantly greater than the effect on crack width. Both the hydraulic fracture initiation pressure and sustained expansion pressure increased with increasing fluid injection rate. When the maximum horizontal principal stress remains unchanged and the minimum horizontal principal stress decreases, the initiation pressure of the crack decreased. The hydraulic force will make the crack propagation path change from inclined curvature to a gentle one, and the width of the crack under water pressure shows a trend of first increasing and then decreasing. In addition, increasing injection rate and horizontal principal stress difference would lead to increasing total injection volume of rock damage, i.e., the volume of the fracture increased under low leaching losses.

     

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