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Neural network based two-phase flow classification in a vertical narrow rectangular channel 基于神经网络的垂直窄矩形水道中的两相流分类
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-10-11 DOI: 10.1016/j.ijmultiphaseflow.2024.105012
Akshay K. Khandelwal, Yang Zhao, Mamoru Ishii
Flow Regimes in a vertical narrow rectangular channel of cross-section 20×1cm2 are investigated up-to wispy-annular flow using a dense test matrix and double sensor conductivity probe at section mid point. The data from the probe is used to calculate void fraction, velocity of interfaces, and chord length of various flow structures. A five unit self organizing neural network is used to identify various flow regimes by using single point geometrical data of flow structures. Six separate flow regimes are found to exist. A new flow regime is identified and is called rolling-wispy flow. A discussion on boiling crisis is given regarding this flow regime. The resultant flow regime map is compared with various existing maps.
在横截面为 20×1 平方厘米的垂直窄矩形水道中,利用密集的测试矩阵和位于截面中点的双传感器电导探头,研究了直至缕状环状流的流动机制。探头的数据用于计算空隙率、界面速度和各种流动结构的弦长。通过使用流动结构的单点几何数据,使用五单元自组织神经网络来识别各种流动状态。结果发现存在六种不同的流动状态。一种新的流动状态被识别出来,称为 "滚动-嘶嘶流"。对这种流态的沸腾危机进行了讨论。将得出的流态图与现有的各种流态图进行了比较。
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引用次数: 0
Dry granular column collapse: Numerical simulations using the partially regularized μ(I)-model via stabilized finite elements and phase field formulation 干颗粒柱坍塌:通过稳定有限元和相场公式使用部分正则化μ(I)模型进行数值模拟
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-10-11 DOI: 10.1016/j.ijmultiphaseflow.2024.105023
Athanasios Balachtsis, Yannis Dimakopoulos, John Tsamopoulos
We revisit the gravitational collapse of a 2D column of dry granular material surrounded by air, using a continuum mechanics approximation. By employing the Cahn-Hilliard phase-field equation as an interface capturing technique and by coupling it with the Cauchy equation, we numerically simulate this multiphase system, eliminating the need for any ad-hoc numerical adjustment to prevent the finger formation of light fluid between the material and the solid boundary due to the no-slip boundary condition. We implement the μ(I)-rheology in our stabilized Finite Element method, highlighting the presence of instabilities when using this constitutive law. Our study is characterized by three main goals. First, we address the instability issue by implementing the partially regularized formulation of the μ(I)-rheology proposed by Barker and Gray (2017). An important outcome is that using shock-capturing terms in the momentum equation can significantly smooth these oscillations by adding dissipation in the direction of the gradients. Second, we systematically study the fluid dynamics under realistic conditions. Our results accurately replicate the material dynamics during collapse, confirming three distinct stages: free-fall, spreading, and cessation. We identify two regions in the material during the spreading phase: a quasi-static zone with negligible velocities and deformations, and a flowing layer exhibiting high shear rates. These observations closely align with experimental data. Additionally, we examine the evolution of the yielded/unyielded regions based on the Drucker-Prager criterion, and we also explore an empirical criterion, based on a critical value of the velocity norm, that satisfactorily separates these regions. Finally, we perform an extensive parametric study covering a wide range of rheological parameters.
我们采用连续介质力学近似方法,重新探讨了被空气包围的二维干颗粒材料柱的引力塌缩问题。通过采用卡恩-希利亚德相场方程作为界面捕捉技术,并将其与考奇方程耦合,我们对这一多相系统进行了数值模拟,无需进行任何临时数值调整,以防止由于无滑动边界条件而在材料和固体边界之间形成轻流体指。我们在稳定有限元方法中实施了 μ(I)- 流变学,强调了使用该构成定律时存在的不稳定性。我们的研究有三个主要目标。首先,我们通过实施 Barker 和 Gray(2017 年)提出的 μ(I)-rheology 部分正则化公式来解决不稳定性问题。一个重要的结果是,在动量方程中使用冲击捕获项可以通过增加梯度方向的耗散来显著平滑这些振荡。其次,我们系统地研究了现实条件下的流体动力学。我们的研究结果精确地复制了塌缩过程中的物质动力学,确认了三个不同的阶段:自由落体、扩散和停止。我们确定了材料在扩散阶段的两个区域:一个是速度和变形可以忽略不计的准静态区,另一个是表现出高剪切率的流动层。这些观察结果与实验数据非常吻合。此外,我们还根据德鲁克-普拉格准则研究了屈服/不屈服区域的演变,并根据速度规范的临界值探索了一种经验准则,该准则能令人满意地分离这些区域。最后,我们对广泛的流变参数进行了广泛的参数研究。
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引用次数: 0
Non-negligible buoyancy effect on bubbles travelling in horizontal microchannels of comparable size at small Bond numbers 在小邦德数条件下,气泡在大小相当的水平微通道中移动时受到的浮力效应不可忽略
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-10-10 DOI: 10.1016/j.ijmultiphaseflow.2024.105019
Jakub A. Cranmer , Evgenii Sharaborin , Sepideh Khodaparast , Giovanni Giustini , Mirco Magnini
<div><div>When a gas bubble is transported by a liquid flow confined within a horizontal channel of comparable size, buoyancy effects are usually assumed to be negligible if the Bond number of the flow is less than unity. However, recent experimental studies showed that buoyancy may still significantly impact the bubble dynamics even when <span><math><mrow><mi>Bo</mi><mo>≪</mo><mn>1</mn></mrow></math></span>, provided that the flow speed is sufficiently small, such that the viscous and inertial forces are weak. To derive a new criterion to assess the significance of buoyancy on the flow of small bubbles in horizontal microchannels, we have performed systematic numerical simulations using the free software Basilisk, covering a wide range of Bond, capillary and Reynolds numbers, <span><math><mrow><mi>Bo</mi><mo>=</mo><mn>0</mn><mo>.</mo><mn>004</mn><mo>−</mo><mn>0</mn><mo>.</mo><mn>4</mn></mrow></math></span>, <span><math><mrow><mi>Ca</mi><mo>=</mo><mn>1</mn><msup><mrow><mn>0</mn></mrow><mrow><mo>−</mo><mn>4</mn></mrow></msup><mo>−</mo><mn>0</mn><mo>.</mo><mn>5</mn></mrow></math></span> and <span><math><mrow><mi>Re</mi><mo>=</mo><mn>0</mn><mo>−</mo><mn>100</mn></mrow></math></span>, and exploring the bubble-to-channel diameter ratios <span><math><mrow><msub><mrow><mi>d</mi></mrow><mrow><mi>b</mi></mrow></msub><mo>/</mo><mi>D</mi><mo>=</mo><mn>0</mn><mo>.</mo><mn>2</mn><mo>−</mo><mn>0</mn><mo>.</mo><mn>9</mn></mrow></math></span>. We demonstrate that the nondimensional group <span><math><mrow><mi>Bo</mi><mspace></mspace><msup><mrow><mrow><mo>(</mo><msub><mrow><mi>d</mi></mrow><mrow><mi>b</mi></mrow></msub><mo>/</mo><mi>D</mi><mo>)</mo></mrow></mrow><mrow><mn>2</mn></mrow></msup><mo>/</mo><mi>Ca</mi></mrow></math></span> is effective in assessing the importance of buoyancy in flows with negligible inertial effects. When <span><math><mrow><mi>Bo</mi><mspace></mspace><msup><mrow><mrow><mo>(</mo><msub><mrow><mi>d</mi></mrow><mrow><mi>b</mi></mrow></msub><mo>/</mo><mi>D</mi><mo>)</mo></mrow></mrow><mrow><mn>2</mn></mrow></msup><mo>/</mo><mi>Ca</mi><mo><</mo><mn>0</mn><mo>.</mo><mn>1</mn></mrow></math></span>, buoyancy effects are negligible and the bubble travels along the channel axis. When <span><math><mrow><mi>Bo</mi><mspace></mspace><msup><mrow><mrow><mo>(</mo><msub><mrow><mi>d</mi></mrow><mrow><mi>b</mi></mrow></msub><mo>/</mo><mi>D</mi><mo>)</mo></mrow></mrow><mrow><mn>2</mn></mrow></msup><mo>/</mo><mi>Ca</mi><mo>></mo><mn>10</mn></mrow></math></span>, buoyancy effects dominate and the bubble travels in the vicinity of the upper wall. For intermediate values, bubbles take equilibrium positions between the channel centre and the wall, and the threshold <span><math><mrow><mi>Bo</mi><mspace></mspace><msup><mrow><mrow><mo>(</mo><msub><mrow><mi>d</mi></mrow><mrow><mi>b</mi></mrow></msub><mo>/</mo><mi>D</mi><mo>)</mo></mrow></mrow><mrow><mn>2</mn></mrow></msup><mo>/</mo><mi>Ca</mi><mo>=</mo><mn>1</mn></mrow></math></span> is effective in predicting
当气体气泡被限制在大小相当的水平通道内的液流输送时,如果液流的邦德数小于 1,通常认为浮力效应可以忽略不计。然而,最近的实验研究表明,只要流速足够小,粘滞力和惯性力较弱,即使当邦德数为 1 时,浮力仍会对气泡动力学产生重大影响。为了推导出评估浮力对水平微通道中小气泡流动影响的新标准,我们使用免费软件 Basilisk 进行了系统的数值模拟,涵盖了 Bond、毛细管和雷诺数(Bo=0.004-0.4、Ca=10-4-0.5 和 Re=0-100)的广泛范围,并探讨了气泡与通道直径之比 db/D=0.2-0.9。我们证明,Bo(db/D)2/Ca 这一非线性组能有效评估浮力在惯性效应可忽略不计的流动中的重要性。当 Bo(db/D)2/Ca<0.1 时,浮力效应可忽略不计,气泡沿通道轴线运动。当 Bo(db/D)2/Ca>10 时,浮力效应占主导地位,气泡在上壁附近流动。对于中间值,气泡在通道中心和壁面之间处于平衡位置,阈值 Bo(db/D)2/Ca=1 可以有效预测气泡是靠近通道中心还是靠近壁面。分母处的毛细管数描述了气泡因粘性剪切力变形而产生的升力,该升力作用于通道中心,从而与浮力相反。当水流的韦伯数超过 1 和 Bo/We<1 时,惯性力会明显改变气泡的形状和平衡位置。较小的气泡向通道壁移动,并不表现出靠近壁周的优先位置。
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To derive a new criterion to assess the significance of buoyancy on the flow of small bubbles in horizontal microchannels, we have performed systematic numerical simulations using the free software Basilisk, covering a wide range of Bond, capillary and Reynolds numbers, &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;Bo&lt;/mi&gt;&lt;mo&gt;=&lt;/mo&gt;&lt;mn&gt;0&lt;/mn&gt;&lt;mo&gt;.&lt;/mo&gt;&lt;mn&gt;004&lt;/mn&gt;&lt;mo&gt;−&lt;/mo&gt;&lt;mn&gt;0&lt;/mn&gt;&lt;mo&gt;.&lt;/mo&gt;&lt;mn&gt;4&lt;/mn&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;, &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;Ca&lt;/mi&gt;&lt;mo&gt;=&lt;/mo&gt;&lt;mn&gt;1&lt;/mn&gt;&lt;msup&gt;&lt;mrow&gt;&lt;mn&gt;0&lt;/mn&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mo&gt;−&lt;/mo&gt;&lt;mn&gt;4&lt;/mn&gt;&lt;/mrow&gt;&lt;/msup&gt;&lt;mo&gt;−&lt;/mo&gt;&lt;mn&gt;0&lt;/mn&gt;&lt;mo&gt;.&lt;/mo&gt;&lt;mn&gt;5&lt;/mn&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt; and &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;Re&lt;/mi&gt;&lt;mo&gt;=&lt;/mo&gt;&lt;mn&gt;0&lt;/mn&gt;&lt;mo&gt;−&lt;/mo&gt;&lt;mn&gt;100&lt;/mn&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;, and exploring the bubble-to-channel diameter ratios &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;msub&gt;&lt;mrow&gt;&lt;mi&gt;d&lt;/mi&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mi&gt;b&lt;/mi&gt;&lt;/mrow&gt;&lt;/msub&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;D&lt;/mi&gt;&lt;mo&gt;=&lt;/mo&gt;&lt;mn&gt;0&lt;/mn&gt;&lt;mo&gt;.&lt;/mo&gt;&lt;mn&gt;2&lt;/mn&gt;&lt;mo&gt;−&lt;/mo&gt;&lt;mn&gt;0&lt;/mn&gt;&lt;mo&gt;.&lt;/mo&gt;&lt;mn&gt;9&lt;/mn&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;. We demonstrate that the nondimensional group &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;Bo&lt;/mi&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;msup&gt;&lt;mrow&gt;&lt;mrow&gt;&lt;mo&gt;(&lt;/mo&gt;&lt;msub&gt;&lt;mrow&gt;&lt;mi&gt;d&lt;/mi&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mi&gt;b&lt;/mi&gt;&lt;/mrow&gt;&lt;/msub&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;D&lt;/mi&gt;&lt;mo&gt;)&lt;/mo&gt;&lt;/mrow&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mn&gt;2&lt;/mn&gt;&lt;/mrow&gt;&lt;/msup&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;Ca&lt;/mi&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt; is effective in assessing the importance of buoyancy in flows with negligible inertial effects. When &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;Bo&lt;/mi&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;msup&gt;&lt;mrow&gt;&lt;mrow&gt;&lt;mo&gt;(&lt;/mo&gt;&lt;msub&gt;&lt;mrow&gt;&lt;mi&gt;d&lt;/mi&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mi&gt;b&lt;/mi&gt;&lt;/mrow&gt;&lt;/msub&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;D&lt;/mi&gt;&lt;mo&gt;)&lt;/mo&gt;&lt;/mrow&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mn&gt;2&lt;/mn&gt;&lt;/mrow&gt;&lt;/msup&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;Ca&lt;/mi&gt;&lt;mo&gt;&lt;&lt;/mo&gt;&lt;mn&gt;0&lt;/mn&gt;&lt;mo&gt;.&lt;/mo&gt;&lt;mn&gt;1&lt;/mn&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;, buoyancy effects are negligible and the bubble travels along the channel axis. When &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;Bo&lt;/mi&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;msup&gt;&lt;mrow&gt;&lt;mrow&gt;&lt;mo&gt;(&lt;/mo&gt;&lt;msub&gt;&lt;mrow&gt;&lt;mi&gt;d&lt;/mi&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mi&gt;b&lt;/mi&gt;&lt;/mrow&gt;&lt;/msub&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;D&lt;/mi&gt;&lt;mo&gt;)&lt;/mo&gt;&lt;/mrow&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mn&gt;2&lt;/mn&gt;&lt;/mrow&gt;&lt;/msup&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;Ca&lt;/mi&gt;&lt;mo&gt;&gt;&lt;/mo&gt;&lt;mn&gt;10&lt;/mn&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt;, buoyancy effects dominate and the bubble travels in the vicinity of the upper wall. For intermediate values, bubbles take equilibrium positions between the channel centre and the wall, and the threshold &lt;span&gt;&lt;math&gt;&lt;mrow&gt;&lt;mi&gt;Bo&lt;/mi&gt;&lt;mspace&gt;&lt;/mspace&gt;&lt;msup&gt;&lt;mrow&gt;&lt;mrow&gt;&lt;mo&gt;(&lt;/mo&gt;&lt;msub&gt;&lt;mrow&gt;&lt;mi&gt;d&lt;/mi&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mi&gt;b&lt;/mi&gt;&lt;/mrow&gt;&lt;/msub&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;D&lt;/mi&gt;&lt;mo&gt;)&lt;/mo&gt;&lt;/mrow&gt;&lt;/mrow&gt;&lt;mrow&gt;&lt;mn&gt;2&lt;/mn&gt;&lt;/mrow&gt;&lt;/msup&gt;&lt;mo&gt;/&lt;/mo&gt;&lt;mi&gt;Ca&lt;/mi&gt;&lt;mo&gt;=&lt;/mo&gt;&lt;mn&gt;1&lt;/mn&gt;&lt;/mrow&gt;&lt;/math&gt;&lt;/span&gt; is effective in predicting","PeriodicalId":339,"journal":{"name":"International Journal of Multiphase Flow","volume":"181 ","pages":"Article 105019"},"PeriodicalIF":3.6,"publicationDate":"2024-10-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"142441133","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Evaluate the performance of the vertically upward gas–liquid two-phase flow in an airlift pump system 评估气举泵系统中垂直上升气液两相流的性能
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-10-09 DOI: 10.1016/j.ijmultiphaseflow.2024.105016
Jingyu Zhu , Yanlian Du , Meng Li , Mengdi Fu , Xuanhe Han , Fusen Peng , Rongqian Ruan , Yijun Shen
This paper conducts experiments on gas–liquid two-phase flow in airlift pumps (ALPs) using air–water as the medium, measuring liquid flow rates over a broad range of flow rates, and investigates the effects of submergence ratio and the two-phase pipe section length on the performance of ALPs. Evaluate the performance of ALPs under specified operating conditions. Experimental results show that liquid flow velocity initially increases with the increase in gas flow velocity and then stabilizes; the highest liquid flow velocity does not necessarily correspond to the highest efficiency. The performance of the ALPs increases with the two-phase pipe section length within a certain range of the two-phase pipe section length. However, once this range is exceeded, the performance of the ALPs is nearly unaffected by the two-phase pipe section length; the minimum gas flow velocity required to pump liquid increases as the submergence ratio decreases. This paper presents ALPs model that is independent of pipe diameter and flow range and validates it against experimental results. The model outcomes align well with the experimental data across all flow ranges. Additionally, the model effectively captures the sensitivity changes related to the two-phase pipe section length and the submergence ratio, and accurately predicts the minimum gas flow velocity required for liquid discharge under various operating conditions.
本文以空气-水为介质,对气举泵(ALP)中的气液两相流进行了实验,测量了较大流量范围内的液体流速,并研究了浸没比和两相管道截面长度对气举泵性能的影响。评估 ALP 在特定工作条件下的性能。实验结果表明,液体流速最初会随着气体流速的增加而增加,然后趋于稳定;最高的液体流速并不一定对应最高的效率。在两相管道截面长度的一定范围内,ALP 的性能随两相管道截面长度的增加而增加。然而,一旦超过这一范围,ALPs 的性能几乎不受两相管段长度的影响;泵送液体所需的最小气体流速随着浸没比的减小而增大。本文提出了与管道直径和流量范围无关的 ALPs 模型,并根据实验结果对其进行了验证。在所有流量范围内,模型结果都与实验数据十分吻合。此外,该模型还有效捕捉到了与两相管道截面长度和浸没比相关的灵敏度变化,并准确预测了在各种运行条件下液体排放所需的最小气体流速。
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引用次数: 0
Dropwise condensation on subcooled micropillar surfaces with 3D lattice Boltzmann method 用三维晶格-玻尔兹曼方法研究过冷微柱表面的液滴冷凝问题
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-10-09 DOI: 10.1016/j.ijmultiphaseflow.2024.105015
Xiangwei Yin, Ruoxi Li, Jianchen Wei, Shengqiang Shen, Gangtao Liang
In this investigation, an alternative geometric formula is proposed to address the force between fluid nodes and fluid ghost nodes, with the aid of which the contact angles can be varied in the range of 48.3°∼131.9°. This formula is applied to the three-dimensional double-distributed thermal lattice Boltzmann method being proved to be accurate and reliable by single droplet condensation. The effects brought by varying micropillar size on the kinetic properties of condensed droplets, including nucleation, growth, coalescence and jumping, are investigated in detail. The results show that the droplet wetting state tends to be the suspended Cassie state as the width and spacing of the micropillars are decreased, and the condensed droplets can merge and jump off the micropillar surface. In the meantime, the average droplet number increases, the average diameter and the diameter of dominant droplets decrease, thus reducing the condensate coverage. When the micropillar spacing is small, increasing the micropillar height results in the condensed droplet state being changed from Wenzel to Cassie state, and the percentage of small droplets also increases. Instead, when the micropillar spacing is large, by increasing micropillar height, droplets can nucleate in the middle of micropillars, and the percentage of large droplets is improved due to increased heat transfer area. In this study, the surface self-cleaning capability is strongest with the combination of dimensionless pillar height 0.4, spacing 0.1 and width 0.1, which reduces the condensate coverage by 66 % compared to its plain competitor.
在这项研究中,针对流体节点和流体幽灵节点之间的作用力提出了另一种几何公式,借助该公式,接触角可在 48.3°∼131.9° 范围内变化。该公式应用于三维双分布热晶格玻尔兹曼法,并通过单液滴凝结证明了其准确性和可靠性。详细研究了不同微柱尺寸对凝结液滴的成核、生长、凝聚和跃迁等动力学特性的影响。结果表明,随着微柱宽度和间距的减小,液滴润湿状态趋向于悬浮卡西状态,凝结的液滴可以从微柱表面合并和跳跃。同时,平均液滴数增加,平均直径和主要液滴的直径减小,从而降低了冷凝液的覆盖率。当微柱间距较小时,增加微柱高度会导致冷凝液滴状态从温泽尔状态转变为卡西状态,小液滴的比例也会增加。相反,当微柱间距较大时,通过增加微柱高度,液滴可以在微柱中间成核,由于增加了传热面积,大液滴的比例也会提高。在这项研究中,无量纲微柱高度为 0.4、间距为 0.1、宽度为 0.1 的组合具有最强的表面自清洁能力,与普通微柱相比,冷凝水覆盖率降低了 66%。
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引用次数: 0
Quantifying a common inconsistency in RANS-VoF modeling of water and oil core annular flow 量化水和油层岩心环流 RANS-VoF 建模中常见的不一致性
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-10-09 DOI: 10.1016/j.ijmultiphaseflow.2024.105008
Hirthick K. Nagarajan, Mario F. Trujillo
Current trends in modeling CAF of oil and water combine the interface capturing methodology of VoF with the computational savings of a RANS approach. As demonstrated mathematically, this results in an inconsistency in the overall RANS-VoF treatment and incurs a number of omissions in the solution of oil fraction advection and momentum. To quantify these inconsistencies, five CAF cases with increasing Rew are considered and solved via DNS. Symptoms of the inconsistencies include qualitative errors in the prediction of the flow behavior in the entrance and fully-developed regions, as well as in the transition between these two regions. From a momentum perspective, the more troubling issue is the absence of unclosed terms resulting from fluctuating viscous and surface tension forces in the RANS equations. For momentum advection, terms associated with fluctuating density can be safely ignored due to the similar magnitude between oil and water density.
油水 CAF 建模的当前趋势是将 VoF 的界面捕捉方法与 RANS 方法的计算节省相结合。正如数学证明的那样,这导致了 RANS-VoF 整体处理的不一致性,并在解决油分平流和动量问题时产生了许多遗漏。为了量化这些不一致性,我们考虑了五个 Rew 越来越大的 CAF 案例,并通过 DNS 进行了求解。不一致的表现包括对入口区和充分发展区以及这两个区域之间的过渡区流动行为的预测存在定性误差。从动量的角度来看,更令人担忧的问题是 RANS 方程中没有因粘性力和表面张力波动而产生的非封闭项。对于动量平流,由于油密度和水密度的大小相似,因此可以安全地忽略与密度波动相关的项。
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引用次数: 0
Effects of sand grain roughness height on the performance of wind turbine blade section under extreme weather conditions 极端天气条件下砂粒粗糙度高度对风力涡轮机叶片截面性能的影响
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-10-09 DOI: 10.1016/j.ijmultiphaseflow.2024.105022
Ibrahim Kipngeno Rotich , László E. Kollár
Wind turbine blades are prone to icing and their performance is affected significantly by the roughness caused by icing and erosion. Numerical models are constructed to simulate the effects of sand grain roughness on the mass of accreted ice and aerodynamic performance. The sand grain roughness height is considered by applying the NASA and Shin et al. models, and the cloud characteristics studied are the liquid water content (LWC), median volume diameter (MVD) and air temperature covering freezing drizzle and in-cloud icing conditions resulting in glaze ice and rime ice, respectively. The numerical model applied the multi-shot approach, and the effects of the number of shots on the ice accretion and aerodynamic performance was examined to determine the optimum number of shots which can be used in the simulation in order to minimize the computational time without affecting the accuracy. The relationship between the sand grain roughness height and aerodynamic performance is studied, revealing that the shallowest roughness heights cause less performance degradation. The mass of ice increases with increasing LWC from 0.05g/m3 to 0.3g/m3 and MVD from 20 µm to 100 µm, which results in a reduction in the lift-to-drag ratio (CL/CD).
风力涡轮机叶片很容易结冰,结冰和侵蚀造成的粗糙度对其性能有很大影响。本文构建了数值模型来模拟沙粒粗糙度对积冰质量和空气动力性能的影响。通过应用 NASA 和 Shin 等人的模型考虑了沙粒粗糙度高度,研究的云特征为液态水含量(LWC)、中位数体积直径(MVD)和空气温度,分别覆盖冰冻细雨和云内结冰条件下产生的釉冰和融冰。数值模型采用了多镜头方法,并研究了镜头数量对冰增量和空气动力学性能的影响,以确定模拟中可使用的最佳镜头数量,从而在不影响精度的情况下最大限度地减少计算时间。研究了砂粒粗糙度高度与气动性能之间的关系,结果表明,最浅的粗糙度高度造成的性能下降较小。冰的质量随着 LWC 从 0.05g/m3 增加到 0.3g/m3,MVD 从 20 µm 增加到 100 µm 而增加,从而导致升阻比 (CL/CD) 下降。
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引用次数: 0
On the boundary conditions for GFMxP high-order schemes on staggered grids in the simulation of incompressible multiphase flows 关于不可压缩多相流模拟中交错网格上 GFMxP 高阶方案的边界条件
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-10-05 DOI: 10.1016/j.ijmultiphaseflow.2024.105005
Sandro Ianniello
The simulation of incompressible multiphase flows through the so-called fractional step method needs to solve a variable coefficient Poisson equation for discontinuous functions. Recently, it has been shown how the solution of this equation may be found out through a novel coding of the Ghost Fluid Method (named GFMxP), by avoiding any fit to evaluate the interface position and providing, anyhow, a perfect sharp modeling of the same interface. Furthermore, the accuracy order of the numerical solutions exactly corresponds to the order of the adopted finite difference scheme. The effectiveness and reliability of the new procedure were successfully checked by a lot of tests. However, the a-priori knowledge of the unknown function allowed to elude a fundamental aspect of the numerical approach: the appropriate encoding of the boundary conditions. This topic has often been debated in the past, especially from a theoretical viewpoint, and still represents a rather thorny point in the whole simulation process. The paper shows how to handle the problem in practice and in the context of the GFMxP approach, i.e. by accounting for the presence of the discontinuity and the possible use of high-order solving schemes on a staggered grid.
通过所谓的分步法模拟不可压缩多相流需要求解不连续函数的可变系数泊松方程。最近的研究表明,该方程的解可以通过新颖的幽灵流体法(GFMxP)编码求得,它避免了评估界面位置的任何拟合,无论如何都能提供同一界面的完美锐利模型。此外,数值解的精度阶数与所采用的有限差分方案的阶数完全一致。新程序的有效性和可靠性已通过大量测试得到验证。然而,对未知函数的先验知识使得数值方法的一个基本方面无法实现:边界条件的适当编码。这个问题在过去经常引起争论,特别是从理论角度来看,它仍然是整个模拟过程中的一个棘手问题。本文展示了如何在实践中并在 GFMxP 方法的背景下处理该问题,即通过考虑不连续性的存在以及在交错网格上使用高阶求解方案的可能性。
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引用次数: 0
Dynamic fluid flow model for phosphate slurry pipeline: OCP main pipeline as case study 磷酸盐泥浆管道的动态流体流动模型:以 OCP 主管道为例
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-10-03 DOI: 10.1016/j.ijmultiphaseflow.2024.105011
Ahmed Ja , Saad Benjelloun , Jean Michel Ghidaglia , Faical Ait Lahbib
The transportation of phosphate slurry through large-scale pipelines presents significant challenges due to the complex behavior of multiphase flows, particularly with varying solid content, density, and dynamic viscosity. Efficient and accurate prediction of flow behavior is critical for optimizing the operation of such pipelines. This work aims to develop a dynamic computational model to simulate phosphate slurry flow in pipelines. The case study focuses on the OCP Group’s main slurry pipeline, which links the mining sites at Khouribga to the industrial plants at Jorf Lasfar, Morocco. This pipeline system spans a total length of 187.124 km, consisting of 5237 pipes with an inner diameter ranging from 0.8546 m to 0.8578 m, and features several elevation changes along its ground level. Using a section-averaged, dynamic approach and the Finite Volume scheme, the model computes essential flow parameters, including density, dynamic viscosity, and pressure, for the incompressible and non-Newtonian slurry and process water flows. The model’s accuracy is validated against on-site measured data, showing an average deviation of ±0.32% for outlet density, and below 10% for pressure along the pipeline, underscoring the model’s reliability. Additionally, a sensitivity analysis was conducted to illustrate the impact of key parameters on the predicted head losses and pressures along the pipeline. This analysis shows that the slurry viscosity is the most critical parameter, significantly influencing these predictions. This model provides high accuracy and reasonable CPU time for real-time simulation and monitoring, while also offering significant potential for optimizing pipeline operations and ensuring the reliability of phosphate transport.
由于多相流的行为复杂,特别是在固体含量、密度和动态粘度变化的情况下,通过大型管道运输磷酸盐浆料面临着巨大的挑战。高效、准确地预测流动行为对于优化此类管道的运行至关重要。这项工作旨在开发一种动态计算模型,以模拟磷酸盐浆液在管道中的流动。案例研究的重点是 OCP 集团的主要泥浆管道,该管道将位于 Khouribga 的采矿场与位于摩洛哥 Jorf Lasfar 的工业厂房连接起来。该管道系统总长 187.124 千米,由 5237 根管道组成,内径从 0.8546 米到 0.8578 米不等,沿地面有多处高程变化。该模型采用断面平均动态方法和有限体积方案,计算不可压缩和非牛顿泥浆及工艺水流的基本流动参数,包括密度、动态粘度和压力。根据现场测量数据对模型的准确性进行了验证,结果表明出口密度的平均偏差为 ±0.32%,管道沿线压力的平均偏差低于 10%,这充分证明了模型的可靠性。此外,还进行了敏感性分析,以说明关键参数对预测水头损失和管道沿线压力的影响。分析结果表明,泥浆粘度是最关键的参数,对预测结果有重大影响。该模型精度高,CPU 运算时间合理,可用于实时模拟和监控,同时还具有优化管道运行和确保磷酸盐运输可靠性的巨大潜力。
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引用次数: 0
Morphodynamics of melting ice over turbulent warm water streams 暖流湍流上融化冰的形态动力学
IF 3.6 2区 工程技术 Q1 MECHANICS Pub Date : 2024-09-28 DOI: 10.1016/j.ijmultiphaseflow.2024.105007
Diego Perissutti , Cristian Marchioli , Alfredo Soldati
We investigate the morphodynamics of an ice layer over a turbulent stream of warm water using numerical simulations. At low water speeds, characteristic streamwise undulations appear, which can be explained by the Reynolds analogy between heat and momentum transfer. As the water speed increases, these undulations combine with spanwise ripples of a much greater length scale. These ripples are generated by a melting mechanism controlled by the instability originating from the ice–water interactions, and, through a melting/freezing process, they evolve downstream with a migration velocity much slower than the turbulence characteristic velocity.
我们利用数值模拟研究了温水湍流上冰层的形态动力学。在低水速时,会出现特征性的流向起伏,这可以用热量和动量传递之间的雷诺类比来解释。随着水速的增加,这些起伏与跨度更大的波纹结合在一起。这些波纹是由冰-水相互作用产生的不稳定性所控制的熔化机制产生的,通过熔化/冻结过程,波纹以比湍流特征速度慢得多的迁移速度向下游演变。
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引用次数: 0
期刊
International Journal of Multiphase Flow
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