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頁巖儲層多級壓裂水平井流固耦合產能分析

Fluid–solid coupling productivity analysis of multi-stage fractured horizontal wells in shale reservoirs

  • 摘要: 從滲流微觀–宏觀動力學行為出發,通過應力敏感實驗研究儲層流固耦合作用與流體流動規律,探究微觀與宏觀有效應力的相互作用關系;基于有效應力原理,考慮頁巖氣滑移擴散、解吸及頁巖變形的多尺度流固耦合作用,分別建立頁巖儲層基質和裂縫網絡的孔隙度、滲透率在有效應力作用下的數學模型. 基于頁巖氣儲層多區耦合滲流物理模型,考慮儲層變形對頁巖基質和裂縫網絡孔隙度、滲透率的流固耦合作用,建立了頁巖氣水平井流固耦合產能模型,揭示了多級壓裂水平井流固耦合非線性滲流規律,分析了頁巖氣儲層多級壓裂水平井流固耦合頁巖氣井產能影響因素;對基質巖樣和裂縫巖樣進行了應力敏感性實驗,結果表明基質巖樣的應力敏感性強于裂縫巖樣;模型研究表明:考慮與不考慮流固耦合作用對頁巖氣滲流影響的累計產氣量相差14%左右,且縫網區流固耦合作用更為敏感;解吸吸附發生收縮變形量越大,彈性模量越小,泊松比、Biot系數、初始孔隙度越大,流固耦合作用越明顯,產氣量越低. 泊松比對流固耦合作用的影響比較小,產氣量變化不大. 模型模擬結果與現場實際數據一致,產氣量滿足 “L型”遞減規律,且符合率達70%以上,驗證了模型的準確性.

     

    Abstract: Starting from the micro/macro dynamics of seepage behavior, stress-sensitive experiments are conducted to investigate the fluid–solid coupling and fluid flow law in shale gas reservoirs. These experiments elucidate the interaction between micro and macroscopic effective stress based on the dynamic behavior of seepage. By applying the principle of effective stress, a nonlinear seepage mathematical model for matrix–fracture porosity and permeability in shale reservoirs is established, considering multi-scale fluid–solid coupling effects such as slip diffusion, desorption, gas flow, and shale deformation. Based on the multi-zone coupled seepage physical model of a shale gas reservoir, a fluid–solid coupling productivity model for shale gas horizontal wells is established. This model considers the impact of reservoir deformation on shale matrix–fracture porosity and permeability. Additionally, it reveals the nonlinear seepage law of multistage fractured horizontal wells and analyzes factors influencing productivity. Stress sensitivity experiments on matrix rock samples and fracture rock samples indicate that the stress sensitivity of matrix rock samples is stronger than that of fracture rock samples. The research shows that cumulative gas production, accounting for the influence of fluid–solid coupling on shale gas seepage, differs by approximately 14% compared to when it is not considered. The difference is mainly attributed to the fluid–solid coupling in the fracture network of the reconstruction area. Analyzing fluid–solid coupling parameters reveals that larger elastic modulus results in stronger resistance to deformation, leading to a weaker fluid–solid coupling effect and decreased gas production. Shale skeleton shrinkage deformation during desorption makes the fluid–solid coupling effect more pronounced, though it slightly reduces gas production. Higher Poisson’s ratio and Biot coefficient increase the deformation sensitivity of the shale reservoir and decrease the resistance to deformation in the fracture network zone, resulting in a more significant fluid–solid coupling effect and decreased gas production. As initial porosity increases, the absolute value of the fluid–solid coupling stress sensitivity coefficient decreases gradually, significantly enhancing the fluid–solid coupling effect characterized by the permeability model. The simulation results of the model align with actual field data, showing that gas production follows an “L-shaped” decline pattern with a coincidence rate exceeding 70%, verifying the model’s accuracy.

     

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