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Effect of stress-dependent microannulus aperture on well leakage 被引量:1

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摘要 Debonding at the cement-casing interface is recognized as a principal failure mechanism leading to CO_(2) leakage in wells.This detachment gives rise to a microannulus,which notably possesses greater permeability than undamaged cement,undermining its sealing efficacy.Conventionally,the permeability of the microannulus is regarded as a uniform value throughout the well.However,fundamentally,a microannulus is one type of fracture,and its gap or aperture size is affected by the effective stress.In this work,we developed a unique experimental apparatus.This equipment facilitates the curing of cement inside a steel casing,the formation of a microannulus between the casing and the cement,and the investigation of the fluid flow dynamics along the microannulus under laboratory-replicated in situ conditions.The microannulus was formed by injecting fluid from one end of the setup,and receiving similar amount of fluid on the other end signified the development of the leakage channel.Additionally,strain gauges affixed to the casing’s external surface yielded key information on the microannulus’s opening and closure.We observed a noticeable decline in microannulus hydraulic aperture(or permeability)in relation to effective stress and an exponential equation fits their relationship.Our findings also indicate a distinct behavior when comparing liquid CO_(2) with water.Specifically,it is easier for liquid CO_(2) to create the microannulus.However,the hydraulic aperture range for this microannulus(0.7-6 mm)is considerably smaller than that created by water flow(2-17 mm).Finally,we integrated the stressdependent microannulus aperture size into the combined analysis of well mechanical integrity and well leakage.The outcomes consistently demonstrated that when factoring in the stress-dependent aperture sizes,the leakage rates are 3e5 times compared to a fixed aperture model.The traditional assumption of a constant aperture significantly underestimates fluid leakage risks.
出处 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第6期1967-1976,共10页 岩石力学与岩土工程学报(英文版)
基金 Financial support for this work from the U.S.Department of Energy(DOE)Office of Basic Energy Sciences for“Center for Coupled Chemo-Mechanics of Cementitious Composites for EGS(C4M)”,DOE’s“National Risk Assessment Partnership(NRAP)”program DOE Office of Energy Efficiency&Renewable Energy’s Geothermal Technologies Office for“Advanced Downhole Acoustic Sensing for Wellbore Integrity”is gratefully acknowledged.
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