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Generalized Framework to Simulate Gravel Packing in Wellbore Completions

机译:井筒完井中模拟砾石充填的通用框架

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A generalized numerical framework to simulate gravel packing in typical wellbore completions is proposed. Given the well, downhole tool string configuration, fluid and gravel properties, and pump schedule, the simulator predicts the time evolution of the pressure, fluid and gravel fluxes and concentrations along the wellbore. The time evolution of the gravel concentration provides the packing pattern and the end of job pack state. This is achieved by solving the one dimensional (1D), mass and momentum conservation equations for the fluid and gravel in a staggered manner. A 1D. piecewise linear, finite element method is used to discretize the governing equations along the wellbore. The architecture of the framework is general enough to handle typical wellbore completions and gravel packing tool string configurations. This is achieved by modeling wellbore components as generalized forms of nodes, linear elements (with or without cross flow), and sources/sinks. This description allows different gravel packing completion configurations to be modeled generally without resorting to a separate and explicit model of each type of tool. At each time step, the whole system is assembled, and the nonlinear system is solved using robust and performant non-linear and sparse linear solvers. The software heavily leverages object-oriented design and high-performance computing practices. Finally, the simulator is used to show the efficacy of the Alternate path technology shunt tubes in achieving complete gravel pack in a long horizontal well. This is shown by simulating cases where significant leak-off would result in a premature bridge in the absence of the shunt tubes. This generalized approach should allow for a flexible extension to simulating gravel packing using other wellbore completions such as washpipe diverter valves, screens with inflow control devices.
机译:提出了在典型井筒完井过程中模拟砾石充填的通用数值框架。考虑到井,井下工具串的配置,流体和砾石的性质以及泵送时间表,模拟器可以预测压力,流体和砾石通量以及沿井眼的浓度随时间的变化。砾石浓度的时间演变提供了堆积模式和工作包状态的结束。这是通过以交错方式求解流体和砾石的一维(1D)质量和动量守恒方程来实现的。一维分段线性有限元方法用于离散化沿井眼的控制方程。该框架的架构足够通用,可以处理典型的井筒完井和砾石充填工具管柱配置。这可以通过将井眼组件建模为节点,线性元素(有或没有横流)和源/汇的广义形式来实现。该描述允许一般对不同的砾石充填完井构造进行建模,而无需借助每种工具的单独且明确的模型。在每个时间步上,都将组装整个系统,并使用性能强大的非线性和稀疏线性求解器来求解非线性系统。该软件在很大程度上利用了面向对象的设计和高性能的计算实践。最后,使用模拟器来演示备用路径技术分流管在较长的水平井中实现完整的砾石充填的功效。通过模拟在没有分流管的情况下大量泄漏会导致桥过早发生的情况,可以看出这一点。这种通用方法应允许灵活扩展到使用其他井眼完井(例如冲洗管分流阀,带有流入控制装置的滤网)来模拟砾石充填。

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