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首页> 外文期刊>Journal of Petroleum Science & Engineering >Rheological modeling of water based drilling fluids containing polymer/bentonite using generalized bracket formalism
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Rheological modeling of water based drilling fluids containing polymer/bentonite using generalized bracket formalism

机译:广义支架形式主义含有聚合物/膨润土的水基钻井液的流变型建模

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摘要

Drilling fluids consist of several components with different physical and structural form which can be assumed as complex fluids. Optimum performance of drilling process could be obtained through the dynamic fluid computation which requires a reliable mathematical model capable to predict transient and steady state rheological behavior of drilling fluid. Generalized Newtonian formulations are the most popular models for drilling fluids due to their simplicity in spite of their inabilities to predict transient and elastic behavior of such fluids. In this paper, we have developed a mathematical model to predict transient and steady state rheological behavior of the complex fluids on the scale between the microscopic and macroscopic which is named mesoscopic scale. Constitutive and governing equations are obtained using the generalized bracket formalism which is based on the thermodynamics of flowing systems in that Hamiltonian mechanics has been used to describe the transport phenomena of internal microstructures. The model is developed for the suspension of bentonite/polymer dispersion and compared with experimental rheological data of different types of drilling fluids under transient and steady state condition. Comparison of model prediction with published data in the literature shows that the model is able to predict rheological behavior of bentonite muds satisfactorily.
机译:钻井液由具有不同物理和结构形式的几个组分组成,其可以被认为是复杂的流体。通过动态流体计算可以获得钻井过程的最佳性能,这需要一种能够预测钻井液的瞬态和稳态流变行为的可靠数学模型。广义牛顿配方是由于它们的简单性钻井液体最受欢迎的模型,尽管可以预测这种流体的瞬态和弹性行为。在本文中,我们开发了一种数学模型,以预测络合物流体的瞬态和稳态流变行为在被命名的微观和宏观之间的鳞片之间的鳞片上。本构和控制方程是使用广义支架形式主义获得的,该方程式基于流动系统的热力学,因为哈密顿力学的机制已被用于描述内部微观结构的运输现象。该模型是为膨润土/聚合物分散的悬浮液开发,并与瞬态和稳态条件下的不同类型的钻井液的实验流变数据进行比较。文献中已公布数据的模型预测的比较表明,该模型能够令人满意地预测膨润土泥浆的流变行为。

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