用流变模型分析海相土在喷射开挖中的流体动力学:钻井液对土变形的影响

M. S. C. Tenório, A. F. C. Gomes, B. Barboza, D. Galindo, J. G. O. Marinho, L. M. T. D. Oliveira, J. P. S. Santos
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引用次数: 0

摘要

随着海洋油田在深水和超深水地区的勘探,对不同建井方法的研究需求日益增加。目前,在此类条件下,最广泛采用的是喷射下导电套管技术。在这种情况下,在海洋土壤与海水接触的早期层中,这种材料可以表现为细泥浆,具有粘性非排水土壤的特征,抗剪强度低,被认为是具有粘塑性行为的材料。因此,使用流体流变学来分析它可能是一个有效的选择;可以将其归类为赫歇尔-巴克利流体。计算模型和数值模拟的使用为理解土在喷射过程中的行为提供了另一种选择。在此背景下,本工作重点基于土壤流体动力学方法,利用计算流体动力学(CFD - computational fluid dynamics)软件SIMULIA XFLOW,2020版开发海洋土壤喷射的计算模型。这项工作的目的是研究海底变形对入射垂直射流的响应,使用不同的钻井液,也建模为粘塑性材料。考虑了适合喷射的钻井液和比质量较高的钻井液。对于所提出的考虑土壤和钻井液的建模,使用的主要参数是屈服点、一致性指数、行为指数和边界粘度。后者是实现该软件使用的修改后的Herschel-Bulkley模型所必需的。结果表明,钻孔后的空腔对适合喷射的钻井液表现出相似的特性,说明钻井液的流变特性不影响土体的变形。在射流中加入比质量较大的钻井液对开挖空腔的轮廓有显著影响,使土体在更深层发生变形。
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FLUID DYNAMIC ANALYSIS OF A MARINE SOIL IN JETTING EXCAVATION EMPLOYING RHEOLOGICAL MODELS: INFLUENCE OF DRILLING FLUID ON SOIL DEFORMATION
With the exploration of marine oil fields in deep and ultra-deepwater regions, the need for studying different methods of well construction has increased. Nowadays, the technique of laying conductive casing by jetting is the most widely used for the starting phase of a well in such conditions. In this scenario, in early layers, where the marine soil is in contact with seawater, this material can present itself as a fine mud, characterizing a cohesive non-drained soil, with low shear strength, being considered a material with viscoplastic behavior. Thus, as such, using fluid rheology to analyze it may represent a valid option; being possible to classify it as a Herschel-Bulkley fluid. The use of computational modeling and numerical simulation represent an alternative to understand the behavior of soil during jetting. In this context, this work focuses on developing a computational modeling of the jetting of marine soil, based on the soil fluid dynamics approach, using computational fluid dynamics (CFD - Computational Fluid Dynamics) software SIMULIA XFLOW, version 2020. This work aims to investigate the deformation in the seabed in response to an incident vertical jet using different drilling fluids, also modeled as viscoplastic materials. Drilling fluids suitable for jetting and a fluid with a higher specific mass were considered. For the proposed modeling of the soil and drilling fluids considered, the main parameters used were the yield point, consistency index, behavior index, and the boundary viscosity. The latter was necessary to implement the modified Herschel-Bulkley model used by the software. Results show that the excavated cavity presented a similar behavior for the drilling fluids suitable for jetting, indicating that the rheology of the drilling fluid does not interfere with the deformation of the soil. However, a significant influence on the profile of the excavated cavity was observed when implementing the drilling fluid of higher specific mass in the jetting, which deformed the soil at greater depths.
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