Investigation of Fluid Flow Through the Ureteral Canal with A Porous Media Approach in the Ureteral Stone Reduction Process

Merdin DANIŞMAZ
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Abstract

This study includes the examination of the stone removal process by computational fluid dynamics analysis in the kidney and ureteral canal, which is modeled as the fluid evacuation channel for the urine flow. SolidWorks 2020 R2 commercial software was used for three-dimensional modeling and Flow Simulation plugin for flow simulation analysis. The kidney with the size of 12x6x6cm and in addition to this, the ureteral canal with the largest internal diameter of 20 mm (at the kidney outlet) and the smallest diameter of 5 mm (at the canal outlet) were modeled. Pressure distribution in the presence of flow was determined in case of stone stuck in the middle part of the ureteral canal. To identify the partially occluded region allowing flow, the kidney stone region was defined as a porous medium for analysis. Four different conditions (between 0.90 and 0.99) for permeability in this region were included in the analysis to represent stone size and structure. The change in pressure-velocity distribution and its effect in the kidney area were seen at 5 different entry speeds. The effect of different permeability conditions on the pressure difference was shown graphically. The findings showed the presence of high pressure (peak 1850 mmH2O) throughout the flow volume at narrow passages and low permeability conditions, as expected. At 90% permeability, the maximum local velocity in the blockage zone was found to be 4.5 m/s and this value tends to decrease with increasing permeability. It was predicted that the pressure-velocity relationship along the flow can provide information on treatment and intervention, depending on the stone and canal structure whose properties are predetermined. It was concluded that a preliminary idea could be formed about the extent of pain due to high pressure, especially for the stone dropping process, which does not cause complete obstruction in the canal and is defined as a porous medium in this analysis.
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输尿管结石复位过程中多孔介质入路输尿管液体流动的研究
本研究包括通过计算流体动力学分析检查肾脏和输尿管管中的结石去除过程,输尿管管被建模为尿流的液体排出通道。采用SolidWorks 2020 R2商用软件进行三维建模,Flow Simulation插件进行流动仿真分析。造肾尺寸为12x6x6cm,并造最大内径20mm(肾出口)和最小内径5mm(输尿管出口)的输尿管管。在输尿管中段有结石的情况下,测定有血流时的压力分布。为了确定允许流动的部分闭塞区域,将肾结石区域定义为多孔介质进行分析。该地区渗透率的四种不同条件(介于0.90和0.99之间)被纳入分析,以表示石头的大小和结构。在5种不同的进入速度下,观察了压力-速度分布的变化及其对肾脏区域的影响。用图形表示了不同渗透率条件对压差的影响。研究结果表明,在狭窄通道和低渗透率条件下,整个流量中存在高压(峰值为1850 mmH2O),与预期一致。渗透率为90%时,堵塞区局部最大流速为4.5 m/s,随着渗透率的增加,该数值呈减小趋势。预测沿流动的压力-速度关系可以提供治疗和干预的信息,这取决于石头和管道结构的性质是预先确定的。由此得出结论,对于高压引起的疼痛程度可以形成一个初步的概念,特别是对于石头掉落过程,该过程不会在管道中造成完全阻塞,并且在本分析中定义为多孔介质。
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