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The Effect of Geofluids on Wellbore Cement Under Thermal Cycle Loading Conditions

机译:热循环荷载条件下地流体对井筒水泥的影响

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The number of well integrity abnormalities increase as wells are exposed to severe downhole conditions over longer production periods. In geopressured geothermal wellbores, cement is always in contact with slightly acidic formation brine at the cement-formation interface. The consequence of this is leaching of Ca~(2+) out of the cement as a result of inequlibrium between the concentration of the ions in the formation brine and the highly alkaline cement pore water. In addition, techniques for heat extraction from geopressured geothermal reservoirs involve production of hot water and injection of cold water which expose downhole materials to harsh cyclic temperature variations. Heating and cooling make the cement expand and contract as a result of thermal expansion. This volumetric change can cause cement sheaths to fail. The combination of the leaching process and cyclic temperature loading increase cement sheath porosity and permeability, exposing it to further degradation. For this study, five cement designs with a range of chemical additive were subjected to 100 thermal cycles of 40°C at 100% relative humidity in salt brine. Leaching of Ca(OH)_2 from the cement was prominent in all the samples causing porosity of the cement matrix to increase. This study suggests part of the cement matrix will be lost to the formation brine irrespective of cement composition, although the rate of leaching could be altered by varying the cement composition. Permeability estimation using Kozeny-Carman equation shows that these chemical changes will also increase permeability which can lead to reduced zonal isolation and potential wellbore casing failure due to contact with corrosive geofluids.
机译:随着井在更长的生产时间内暴露于严重的井下条件,井完整性异常的数量增加。在地压地热井眼中,水泥在水泥-地层界面处始终与弱酸性地层盐水接触。其结果是由于地层盐水中离子浓度与高碱性水泥孔隙水之间的不平衡而导致Ca〜(2+)从水泥中浸出。另外,从地压地热储层中抽出热量的技术涉及产生热水和注入冷水,这使井下材料暴露于剧烈的循环温度变化。加热和冷却使水泥由于热膨胀而膨胀和收缩。这种体积变化可能导致水泥护套失效。浸出过程和循环温度负荷的结合增加了水​​泥护套的孔隙率和渗透率,使其进一步降解。在本研究中,对五种具有一系列化学添加剂的水泥设计在100%相对湿度的盐水中进行了40°C的100个热循环。 Ca(OH)_2从水泥中的浸出在所有样品中都很明显,导致水泥基体的孔隙度增加。这项研究表明,尽管可以通过改变水泥成分来改变浸出速率,但无论水泥成分如何,一部分水泥基质都会流失到地层盐水中。使用Kozeny-Carman方程进行的渗透率估算表明,这些化学变化还将增加渗透率,这可能导致区域隔离性降低以及由于与腐蚀性土质流体接触而导致的潜在井眼套管破坏。

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