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Effects of suspended solid particles on the propagation and attenuation of mud pressure pulses inside drill string

机译:悬浮固体颗粒对钻柱内泥浆压力脉冲传播和衰减的影响

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The attenuation of mud pressure pulses in the drilling fluid inside drill string has restricted the application of mud pulse telemetry systems in directional drilling operations. This paper aims to investigate the effects of suspended solid particles on the propagation and attenuation characteristics of pressure pulses. In this work, an analytical model estimating the wave speed and attenuation factor of pressure pulses has been proposed based on the solid liquid two-fluid model by performing linear perturbation theory, with the interactions of the solid liquid two phases being considered. The model calculations are compared with the results of the experiments, showing good agreement. Based on the model, the propagation behavior of pressure pulses has been analyzed to ascertain the important parameters affecting the wave speed and attenuation factor. The results indicate that the angular frequency of the pressure pulses, the volume fraction, size and density of the solid particles all exert significant influence on the pressure pulses propagation and attenuation. Lower angular frequency, solid particle size and density tend to reduce the attenuation of pressure pulses. The pressure pulses have maximum attenuation when the volume fraction falls within the range of 20%-30%. For different angular frequencies, the general effects of the volume fraction, size and density of the solid particles on the wave speed and attenuation factor are the same, although they differ in degree. (C) 2014 Elsevier B.V. All rights reserved.
机译:钻柱内钻井液中泥浆压力脉冲的衰减限制了泥浆脉冲遥测系统在定向钻井作业中的应用。本文旨在研究悬浮固体颗粒对压力脉冲的传播和衰减特性的影响。在这项工作中,通过执行线性扰动理论,在考虑固液两相相互作用的基础上,提出了一种基于固液两液模型的压力脉冲波速和衰减因子的分析模型。将模型计算与实验结果进行比较,显示出良好的一致性。在该模型的基础上,分析了压力脉冲的传播行为,以确定影响波速和衰减因子的重要参数。结果表明,压力脉冲的角频率,固体颗粒的体积分数,尺寸和密度均对压力脉冲的传播和衰减产生重大影响。较低的角频率,固体颗粒大小和密度会降低压力脉冲的衰减。当体积分数在20%-30%范围内时,压力脉冲具有最大衰减。对于不同的角频率,固体颗粒的体积分数,尺寸和密度对波速和衰减因子的一般影响是相同的,尽管程度不同。 (C)2014 Elsevier B.V.保留所有权利。

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