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Measurement Procedures and Analysis of Fluid Invasion Drivers During Cement Hydration

机译:水泥水化过程中流体侵入驱动器的测量程序与分析

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Fluid invasion during cement hydration is governed by, among other factors, differential pressure betweenrnthe formation fluids and the annular fluid. The primary phenomena influencing pressure in the annulus arernevolution of cement slurry physical and chemical properties with time, filtrate lost to the formation, andrnchanges in cement slurry volume during hydration. A successful procedure to design slurries to mitigaternfluid invasion shall model these phenomena and provide viable methods to measure model parameters. Atrnthe same time, it should be feasible to formulate cement slurries to obtain the parameters necessary forrna successful design.rnThis paper discusses model details with emphasis on parameters, their test procedures, and equipmentrndetails. Dynamic filter-cake properties are calculated by applying compressible filtration theory on datarnfrom a modified fluid loss test. Shrinkage/expansion is measured under temperature using the API ringrnmold apparatus. Pressure and displacement response to filtrate loss and shrinkage/expansion is dependentrnon bulk modulus, shear modulus, and static gel strength (SGS) evolution of the cement slurry duringrnhydration. Properties are measured as a function of time using sonic analysis and a rotational gel strengthrndevice. Both material properties and volume changes attributed to fluid loss and hydration showed timerndependency.rnFurthermore, the pressure response of two realistic wells having different permeability and porernpressure profiles is analyzed. The two analyzed wells had different pressure responses, indicating that thernslurry design should be customized for each well. This difference is attributed to varying capabilities ofrnthe well to compensate for volume loss by movement of cement placed adjacent to the permeable section,rnshowing that the relative locations of the filtrate loss and potential fluid influx zones are important. Suchrnan observation is possible only because of the ability to measure and model dynamic properties andrnevents. The proposed methods are practical and can be realized using existing equipment with fewrnprocedural changes. Analysis based on these measurements guides the customization of slurry designs.
机译:除其他因素外,水泥水化过程中的流体侵入受地层流体与环形流体之间的压差控制。影响环空压力的主要现象是水泥浆的理化性质随时间的变化,滤液损失到地层以及水化过程中水泥浆体积的变化。一个成功的设计浆液以减轻流体入侵的程序应为这些现象建模,并提供测量模型参数的可行方法。同时,配制水泥浆以获得成功设计所需的参数应该是可行的。本文讨论模型细节,重点是参数,它们的测试程序和设备细节。动态滤饼特性是通过将可压缩过滤理论应用于来自改进的滤失测试的数据来计算的。收缩/膨胀是使用API​​环形模具在温度下测量的。对滤液损失和收缩/膨胀的压力和位移响应取决于水泥浆在水化过程中的松散模量,剪切模量和静态凝胶强度(SGS)演变。使用声波分析和旋转凝胶强度装置将性能作为时间的函数进行测量。归因于失水和水合作用的物质性质和体积变化都显示出时间依赖性。此外,分析了两个具有不同渗透率和孔隙压力曲线的现实井的压力响应。两个被分析的井具有不同的压力响应,表明应针对每个井定制浆液设计。这种差异归因于井通过渗透可渗透段附近的水泥移动来补偿体积损失的能力不同,这表明滤液损失和潜在的流体涌入区的相对位置很重要。这样的观察仅由于测量和模拟动态特性和事件的能力才有可能。所提出的方法是实用的,并且可以使用现有设备进行很少的过程改变来实现。基于这些测量的分析可指导浆料设计的定制。

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