采用CLSVOF(coupled level set and volume of fluid)方法对单液滴撞击平面液膜初期的飞溅过程进行了数值模拟,探讨了撞击速度和液膜厚度对撞击后形成冠状水花形态及扩展直径的影响。结果显示,扩展直径随撞击速度的增大而增大,随液膜厚...采用CLSVOF(coupled level set and volume of fluid)方法对单液滴撞击平面液膜初期的飞溅过程进行了数值模拟,探讨了撞击速度和液膜厚度对撞击后形成冠状水花形态及扩展直径的影响。结果显示,扩展直径随撞击速度的增大而增大,随液膜厚度的增大而减小,CLSVOF方法可较好地用于液滴撞击过程的数值计算。展开更多
根据Level-Set方法和VOF方法的优缺点,近年来兴起了一类界面追踪的耦合方法——CLSVOF(Coupled Level-Set and Volume-of-Fluid Method)方法。本文阐述了该方法的耦合实现过程,通过旋转流场和剪切流场2个算例验证了CLSVOF方法相比Level-...根据Level-Set方法和VOF方法的优缺点,近年来兴起了一类界面追踪的耦合方法——CLSVOF(Coupled Level-Set and Volume-of-Fluid Method)方法。本文阐述了该方法的耦合实现过程,通过旋转流场和剪切流场2个算例验证了CLSVOF方法相比Level-Set方法实现了计算过程中的物理量守恒,克服了VOF方法难以准确计算界面的法向和曲率的缺点。使用该方法对溃坝模型进行计算,并将数值模拟结果进行对比分析。结果表明:CLSVOF方法计算结果更加接近于实验结果,该方法相比其他界面追踪方法具有更高的运动界面追踪分辨率。由此说明CLSVOF方法模拟具有自由表面流动工程实际问题的精确性和可行性。展开更多
根据Level-Set方法和VOF方法各自的优缺点,耦合生成一种Level-Set和VOF的耦合界面追踪方法,简称CLSVOF(Coupled Level Set and Volume Of Fluid Method)方法。CLSVOF方法利用Level-Set函数计算VOF体积份额,克服了VOF方法难以准确计算界...根据Level-Set方法和VOF方法各自的优缺点,耦合生成一种Level-Set和VOF的耦合界面追踪方法,简称CLSVOF(Coupled Level Set and Volume Of Fluid Method)方法。CLSVOF方法利用Level-Set函数计算VOF体积份额,克服了VOF方法难以准确计算界面的法向量和曲率的缺点;同时又利用VOF体积份额修正Level-Set函数,克服了Lev-el-Set方法在计算过程中有物理量的损失的缺点。用旋转流场和剪切流场的数值算例验证了CLSVOF方法相比VOF方法提高了运动界面追踪的分辨率,相比Level-Set方法实现了计算过程中的物理量守恒。运用CLSVOF方法数值模拟了两个多介质流运动界面算例,分别是自由剪切层问题和气泡在静止水体中上升问题.对比数值模拟结果与理论分析和实验结果可知CLSVOF方法能精确地追踪多介质流运动界面。展开更多
The sediment suspension and transport process under complex breaking wave situation is investigated using large eddy simulation (abbreviated as LES hereafter) method. The coupled level set (LS) and volume of fluid (VO...The sediment suspension and transport process under complex breaking wave situation is investigated using large eddy simulation (abbreviated as LES hereafter) method. The coupled level set (LS) and volume of fluid (VOF) method is used to accurately capture the evolution of air-water interface. The wall effect at the bottom is modeled based on the wave friction term while the complicate bottom boundary condition for sediment is tackled using Chou and Fringer's sediment erosion and deposition flux method. A simulation is carried out to study the sediment suspension and transport process under periodic plunging breaking waves. The comparison between the results by CLSVOF method and those obtained by the LS method is given. It shows that the latter performs as well as the CLSVOF method in the pre-breaking weak-surface deformation situation. However, a serious mass conservation problem in the later stages of wave breaking makes it inappropriate for this study by use of the LS method and thus the CLSVOF method is suggested. The flow field and the distribution of suspended sediment concentration are then analyzed in detail. At the early stage of breaking, the sediment is mainly concentrated near the bottom area. During the wave breaking process, when the entrapped large-scale air bubble travels downward to approach the bottom, strong shear is induced and the sediment is highly entrained.展开更多
A 3D mathematical model was proposed to simulate the mold filling process in high-pressure die casting(HPDC) to improve accuracy considering the surface tension. Piecewise liner interface calculation(PLIC) and volume ...A 3D mathematical model was proposed to simulate the mold filling process in high-pressure die casting(HPDC) to improve accuracy considering the surface tension. Piecewise liner interface calculation(PLIC) and volume of fluid(VOF) methods were used to construct the pattern of the liquid interface. A coupled levelset and VOF method(CLSVOF) was proposed to capture the interface pattern and obtain its normal vector. A continuum surface force(CSF) model was used to consider the surface tension. Two water analogy experiments were carried out using the proposed model. Simulation and experimental results were analyzed and compared; and the effects of surface tension were also discussed. The simulation results agreed well with the experiments and the simulation accuracy was an improvement on interface geometries, liquid flows, and gas entrapments.展开更多
In the current study,the treatment of air/water interface has been made on dam-break induced tsunami-like wave by the Coupled Level Set and Volume of Fluid(CLSVOF)three-dimensional modelling.The overall CLSVOF method ...In the current study,the treatment of air/water interface has been made on dam-break induced tsunami-like wave by the Coupled Level Set and Volume of Fluid(CLSVOF)three-dimensional modelling.The overall CLSVOF method adopts a Tangent of Hy-perbola for INterface Capturing(THINC)scheme with the Weighted Linear Interface Calculation(WLIC)and Level Set(LS)function for capturing interface and calculating normal vector,respectively.As far as THINC/WLIC scheme is concerned,since the convection problem of the VOF function can be solved well,the numerical diffusion can be avoided.The spatial terms in the LS equation were discretized by the Optimized Compact Reconstruction Weighted Essentially Non-Oscillatory(OCRWENO)scheme with fourth-order accuracy,which can avoid false oscillation of LS solution.By combining CLSVOF method with Immersed Boundary(IB)method,the simulation of dam-break induced tsunami-like wave impacting on a stationary breakwater can be carried out.Grid sensitivity,mass error and free-surface profile are first calculated for the tsunami-like wave problem to validate the proposed numerical algorithm,which shows excellent agreement between the numerical results and experimental data.Tsunami-like waves with varied tailgater levels are then investigated.Calculations of velocity magnitude,free-surface profile and wave elevation of the tsunami-like wave are conducted to investigate its dynamics and kinematics.展开更多
The density and viscosity ratios on partially liquid-filled sloshing with baffle have been investigated numerically in this study.As the key to success in the present simulation,the Coupled Level Set and the Volume of...The density and viscosity ratios on partially liquid-filled sloshing with baffle have been investigated numerically in this study.As the key to success in the present simulation,the Coupled Level Set and the Volume of Fluid(CLSVOF)method and the Immersed Boundary(IB)method are used to capture gas/liquid and fluid/structure interfaces,respectively.Within the CLSVOF method,surface normal in weighting factors is calculated by the level set function,resulting in a more accurate solution.Furthermore,the Tangent of Hyperbola for INterface Capturing(THINC)coupled with the Weighted Linear Interface Calculation(WLIC)scheme is used for capturing moving interface.As a standard practice,we first validate the code by comparing it with experimental results of liquid sloshing,which involves large deformation of interface.In addition to the validation study of the present method,the problems of liquid sloshing with baffle are investigated to understand kinematics and dynamics behaviors under different density and viscosity ratios.展开更多
本文利用CLSVOF-IB方法研究海洋管道所受的流体作用力及其涡激振动特性,其中CLSVOF(Coupled Level-Set and VOF)方法用来模拟海洋自由波面,浸入边界(immersed boundary,IB)方法用于模拟海洋管道与流体之间的相互作用力。计算结果表明,CL...本文利用CLSVOF-IB方法研究海洋管道所受的流体作用力及其涡激振动特性,其中CLSVOF(Coupled Level-Set and VOF)方法用来模拟海洋自由波面,浸入边界(immersed boundary,IB)方法用于模拟海洋管道与流体之间的相互作用力。计算结果表明,CLSVOF-IB方法能够准确分析海洋立管的流固耦合特性,可通过选择合适的管道直径和来流速度来解决管道的流致振动问题。此外通过改变流体傅汝德数(Fr数),结果还表明该数值方法能较好捕捉海洋管道与海洋自由波面的相互作用过程。展开更多
深层隧道排水系统(深隧)是布置于深层地下的大型排水工程,一般由调蓄隧道、入流竖井、通风设施(排气井)及排水泵站组成,具有调蓄雨洪及控制溢流污染的作用。其中调蓄隧道为避开地铁等城市地下工程往往布置于距离地面30~60 m深处,入流竖...深层隧道排水系统(深隧)是布置于深层地下的大型排水工程,一般由调蓄隧道、入流竖井、通风设施(排气井)及排水泵站组成,具有调蓄雨洪及控制溢流污染的作用。其中调蓄隧道为避开地铁等城市地下工程往往布置于距离地面30~60 m深处,入流竖井连接地表浅层管网和深层隧道。深隧系统竖井内部的水力学特性复杂,具有单宽流量大、落差高及大量掺气等特点,处理不当将造成较大的破坏。而极端降雨期间,由于未能充分排气而产生的间歇喷涌,也会对设施造成损害。本研究采用物理模型试验和水-气两相流数学模型CLSVOF(Coupling Level Set and Volume Of Fluid),研究了不同结构竖井(旋流式竖井和螺旋阶梯式竖井)水力学特性和调蓄隧道中的间歇喷涌问题。根据施工条件设计的两种竖井方案的消能率接近,旋流竖井存在负压及较大震动、排气不畅,而螺旋阶梯式竖井流速较低且流态稳定。在对调蓄隧道中"间歇喷涌"的数值模拟研究中,排气井管径对间歇喷涌的影响十分显著,模拟情景中最剧烈的喷涌会产生5.35倍初始状态下的测压管水头和38.2 m/s的喷涌速度。展开更多
为了考察液滴的撞击对液膜变形行为的影响规律,利用CLSVOF(coupled level set and volume of fluid)方法模拟双液滴同时撞击平面液膜后的流动过程,获得了不同水平间隔距离、不同撞击速度的两液滴撞击平面液膜后的演变过程特点,通过分析...为了考察液滴的撞击对液膜变形行为的影响规律,利用CLSVOF(coupled level set and volume of fluid)方法模拟双液滴同时撞击平面液膜后的流动过程,获得了不同水平间隔距离、不同撞击速度的两液滴撞击平面液膜后的演变过程特点,通过分析不同时刻压力场分布,探索了两液滴水平间隔距离、韦伯数和撞击速度对双液滴同时撞击液膜后流动过程、形态及对水花高度和中心射流高度的影响。结果表明,碰撞速度较大时的中心液膜射流高度大于碰撞速度较小时的;We数较大时中心射流顶端将产生二次液滴;液滴间距对撞击后初始时(3 ms之前)撞击点两侧的开始水花高度没有明显影响。展开更多
采用CLSVOF（coupled level set and volume of fluid method）方法,以空气和水为介质对矩形截面螺旋管内气液两相流动进行数值模拟,气相折算速度UG为0.1～2.5 m·s^-1,液相折算速度UL为0.09～4.5 m·s^-1。研究螺旋直径、螺旋...采用CLSVOF（coupled level set and volume of fluid method）方法,以空气和水为介质对矩形截面螺旋管内气液两相流动进行数值模拟,气相折算速度UG为0.1～2.5 m·s^-1,液相折算速度UL为0.09～4.5 m·s^-1。研究螺旋直径、螺旋升角对流型转换边界的影响,并绘制了不同螺旋直径、不同螺旋升角下的流型图。数值结果表明,与传统VOF方法相比,CLSVOF可以得到更精确的相界面;随着螺旋升角的增加,塞状流向泡状流的转换边界向UL减小的方向进行,但是幅度很小,塞状流向弹状流的转换边界向UL减小的方向进行;随着螺旋直径的增加,塞状流向泡状流的转换边界向UL减小的方向进行,塞状流向弹状流的转换边界向UL减小、UG增大的方向进行;与Murai流型图相比,流型转换边界有所差异。展开更多
在VOF(volume of fluid)模型的基础上,引入level set函数,形成CLSVOF(coupled level set volume of fluid)模型对气液两相流的振荡流动和传热过程进行数值模拟,与只采用VOF模型模拟的结果进行对比分析,并与实验结果相比较.结果表明:无...在VOF(volume of fluid)模型的基础上,引入level set函数,形成CLSVOF(coupled level set volume of fluid)模型对气液两相流的振荡流动和传热过程进行数值模拟,与只采用VOF模型模拟的结果进行对比分析,并与实验结果相比较.结果表明:无论是针对矩形空腔中两相流的振荡流动和传热,还是活塞冷却油腔中机油的振荡冷却过程,采用CLSVOF模型都可以更为准确地模拟气液两相流的振荡流动规律,传热系数计算值也与实验结果保持了更高的一致性.对于活塞冷却油腔中机油的振荡冷却计算,随着转速即雷诺数的增大,传热系数计算值的误差开始增大.在极限转速3 000r/min时,CLSVOF模型的误差为3.8%,VOF模型的误差为7.5%,CLSVOF模型的误差增幅稳定在0.6%左右.CLSVOF模型的误差较小且误差增幅稳定,说明其计算准确性更高.展开更多
文摘采用CLSVOF(coupled level set and volume of fluid)方法对单液滴撞击平面液膜初期的飞溅过程进行了数值模拟,探讨了撞击速度和液膜厚度对撞击后形成冠状水花形态及扩展直径的影响。结果显示,扩展直径随撞击速度的增大而增大,随液膜厚度的增大而减小,CLSVOF方法可较好地用于液滴撞击过程的数值计算。
文摘根据Level-Set方法和VOF方法的优缺点,近年来兴起了一类界面追踪的耦合方法——CLSVOF(Coupled Level-Set and Volume-of-Fluid Method)方法。本文阐述了该方法的耦合实现过程,通过旋转流场和剪切流场2个算例验证了CLSVOF方法相比Level-Set方法实现了计算过程中的物理量守恒,克服了VOF方法难以准确计算界面的法向和曲率的缺点。使用该方法对溃坝模型进行计算,并将数值模拟结果进行对比分析。结果表明:CLSVOF方法计算结果更加接近于实验结果,该方法相比其他界面追踪方法具有更高的运动界面追踪分辨率。由此说明CLSVOF方法模拟具有自由表面流动工程实际问题的精确性和可行性。
基金the National Natural Science Foundation of China(Grant No.10472032,50879030,51179077)the Project Founded by Priority Academic Program Development of Jiangsu Higher Education Institutions
基金Supported by National Natural Science Foundation of China (51175001)Introduce Talented Person of Anhui University of Technology and Science (2009YQQ009)Young Talents in College of Anhui Province (2011SQRL169)
文摘根据Level-Set方法和VOF方法各自的优缺点,耦合生成一种Level-Set和VOF的耦合界面追踪方法,简称CLSVOF(Coupled Level Set and Volume Of Fluid Method)方法。CLSVOF方法利用Level-Set函数计算VOF体积份额,克服了VOF方法难以准确计算界面的法向量和曲率的缺点;同时又利用VOF体积份额修正Level-Set函数,克服了Lev-el-Set方法在计算过程中有物理量的损失的缺点。用旋转流场和剪切流场的数值算例验证了CLSVOF方法相比VOF方法提高了运动界面追踪的分辨率,相比Level-Set方法实现了计算过程中的物理量守恒。运用CLSVOF方法数值模拟了两个多介质流运动界面算例,分别是自由剪切层问题和气泡在静止水体中上升问题.对比数值模拟结果与理论分析和实验结果可知CLSVOF方法能精确地追踪多介质流运动界面。
基金financially supported by the National Natural Science Foundation of China(Grant Nos.51409195 and 51379155)the Open Foundation of State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering(Grant No.2013491111)+2 种基金the China Postdoctoral Science Foundation(Grant No.2014M550408)the Fundamental Research Funds for the Central Universities(Grant No.2042014kf0068)the Open Research Fund of State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin(China Institute of Water Resources and Hydropower Research,Grant No.IWHR-SKL-201112)
文摘The sediment suspension and transport process under complex breaking wave situation is investigated using large eddy simulation (abbreviated as LES hereafter) method. The coupled level set (LS) and volume of fluid (VOF) method is used to accurately capture the evolution of air-water interface. The wall effect at the bottom is modeled based on the wave friction term while the complicate bottom boundary condition for sediment is tackled using Chou and Fringer's sediment erosion and deposition flux method. A simulation is carried out to study the sediment suspension and transport process under periodic plunging breaking waves. The comparison between the results by CLSVOF method and those obtained by the LS method is given. It shows that the latter performs as well as the CLSVOF method in the pre-breaking weak-surface deformation situation. However, a serious mass conservation problem in the later stages of wave breaking makes it inappropriate for this study by use of the LS method and thus the CLSVOF method is suggested. The flow field and the distribution of suspended sediment concentration are then analyzed in detail. At the early stage of breaking, the sediment is mainly concentrated near the bottom area. During the wave breaking process, when the entrapped large-scale air bubble travels downward to approach the bottom, strong shear is induced and the sediment is highly entrained.
基金supported by the National Natural Science Foundation of China(No.51275269)the National Science and Technology Major Projects(Nos.2012ZX04012011 and 2011ZX04001071)
文摘A 3D mathematical model was proposed to simulate the mold filling process in high-pressure die casting(HPDC) to improve accuracy considering the surface tension. Piecewise liner interface calculation(PLIC) and volume of fluid(VOF) methods were used to construct the pattern of the liquid interface. A coupled levelset and VOF method(CLSVOF) was proposed to capture the interface pattern and obtain its normal vector. A continuum surface force(CSF) model was used to consider the surface tension. Two water analogy experiments were carried out using the proposed model. Simulation and experimental results were analyzed and compared; and the effects of surface tension were also discussed. The simulation results agreed well with the experiments and the simulation accuracy was an improvement on interface geometries, liquid flows, and gas entrapments.
基金financially supported by the National Key R&D Program of China(Grant No.2016YFC0503562207)the National Natural Science Foundation of China(Grant No.51979178)+4 种基金the Department of Science and Technology of Sichuan Province(Grant No.2019YJ0118)the Fundamental Research Funds for the Central Universities(Grant No.YJ201837)the Innovation Spark Project(Grant No.SCUH0049)the Opening Foundation of Sichuan UniversityState Key Laboratory of Hydraulics and Mountain River Engineering(Grant No.Skhl1820)。
文摘In the current study,the treatment of air/water interface has been made on dam-break induced tsunami-like wave by the Coupled Level Set and Volume of Fluid(CLSVOF)three-dimensional modelling.The overall CLSVOF method adopts a Tangent of Hy-perbola for INterface Capturing(THINC)scheme with the Weighted Linear Interface Calculation(WLIC)and Level Set(LS)function for capturing interface and calculating normal vector,respectively.As far as THINC/WLIC scheme is concerned,since the convection problem of the VOF function can be solved well,the numerical diffusion can be avoided.The spatial terms in the LS equation were discretized by the Optimized Compact Reconstruction Weighted Essentially Non-Oscillatory(OCRWENO)scheme with fourth-order accuracy,which can avoid false oscillation of LS solution.By combining CLSVOF method with Immersed Boundary(IB)method,the simulation of dam-break induced tsunami-like wave impacting on a stationary breakwater can be carried out.Grid sensitivity,mass error and free-surface profile are first calculated for the tsunami-like wave problem to validate the proposed numerical algorithm,which shows excellent agreement between the numerical results and experimental data.Tsunami-like waves with varied tailgater levels are then investigated.Calculations of velocity magnitude,free-surface profile and wave elevation of the tsunami-like wave are conducted to investigate its dynamics and kinematics.
基金supported by the Natural Science Foundation of Zhejiang Province,China(Grant Nos.LY20D010009 and LHY22E080004)the Open Fund of Key Laboratory of Flood&Drought Disaster Defense,the Ministry of Water Resources,China(Grant No.KYFB202112071050).
文摘The density and viscosity ratios on partially liquid-filled sloshing with baffle have been investigated numerically in this study.As the key to success in the present simulation,the Coupled Level Set and the Volume of Fluid(CLSVOF)method and the Immersed Boundary(IB)method are used to capture gas/liquid and fluid/structure interfaces,respectively.Within the CLSVOF method,surface normal in weighting factors is calculated by the level set function,resulting in a more accurate solution.Furthermore,the Tangent of Hyperbola for INterface Capturing(THINC)coupled with the Weighted Linear Interface Calculation(WLIC)scheme is used for capturing moving interface.As a standard practice,we first validate the code by comparing it with experimental results of liquid sloshing,which involves large deformation of interface.In addition to the validation study of the present method,the problems of liquid sloshing with baffle are investigated to understand kinematics and dynamics behaviors under different density and viscosity ratios.
文摘本文利用CLSVOF-IB方法研究海洋管道所受的流体作用力及其涡激振动特性,其中CLSVOF(Coupled Level-Set and VOF)方法用来模拟海洋自由波面,浸入边界(immersed boundary,IB)方法用于模拟海洋管道与流体之间的相互作用力。计算结果表明,CLSVOF-IB方法能够准确分析海洋立管的流固耦合特性,可通过选择合适的管道直径和来流速度来解决管道的流致振动问题。此外通过改变流体傅汝德数(Fr数),结果还表明该数值方法能较好捕捉海洋管道与海洋自由波面的相互作用过程。
文摘深层隧道排水系统(深隧)是布置于深层地下的大型排水工程,一般由调蓄隧道、入流竖井、通风设施(排气井)及排水泵站组成,具有调蓄雨洪及控制溢流污染的作用。其中调蓄隧道为避开地铁等城市地下工程往往布置于距离地面30~60 m深处,入流竖井连接地表浅层管网和深层隧道。深隧系统竖井内部的水力学特性复杂,具有单宽流量大、落差高及大量掺气等特点,处理不当将造成较大的破坏。而极端降雨期间,由于未能充分排气而产生的间歇喷涌,也会对设施造成损害。本研究采用物理模型试验和水-气两相流数学模型CLSVOF(Coupling Level Set and Volume Of Fluid),研究了不同结构竖井(旋流式竖井和螺旋阶梯式竖井)水力学特性和调蓄隧道中的间歇喷涌问题。根据施工条件设计的两种竖井方案的消能率接近,旋流竖井存在负压及较大震动、排气不畅,而螺旋阶梯式竖井流速较低且流态稳定。在对调蓄隧道中"间歇喷涌"的数值模拟研究中,排气井管径对间歇喷涌的影响十分显著,模拟情景中最剧烈的喷涌会产生5.35倍初始状态下的测压管水头和38.2 m/s的喷涌速度。
文摘为了考察液滴的撞击对液膜变形行为的影响规律,利用CLSVOF(coupled level set and volume of fluid)方法模拟双液滴同时撞击平面液膜后的流动过程,获得了不同水平间隔距离、不同撞击速度的两液滴撞击平面液膜后的演变过程特点,通过分析不同时刻压力场分布,探索了两液滴水平间隔距离、韦伯数和撞击速度对双液滴同时撞击液膜后流动过程、形态及对水花高度和中心射流高度的影响。结果表明,碰撞速度较大时的中心液膜射流高度大于碰撞速度较小时的;We数较大时中心射流顶端将产生二次液滴;液滴间距对撞击后初始时(3 ms之前)撞击点两侧的开始水花高度没有明显影响。
文摘采用CLSVOF（coupled level set and volume of fluid method）方法,以空气和水为介质对矩形截面螺旋管内气液两相流动进行数值模拟,气相折算速度UG为0.1～2.5 m·s^-1,液相折算速度UL为0.09～4.5 m·s^-1。研究螺旋直径、螺旋升角对流型转换边界的影响,并绘制了不同螺旋直径、不同螺旋升角下的流型图。数值结果表明,与传统VOF方法相比,CLSVOF可以得到更精确的相界面;随着螺旋升角的增加,塞状流向泡状流的转换边界向UL减小的方向进行,但是幅度很小,塞状流向弹状流的转换边界向UL减小的方向进行;随着螺旋直径的增加,塞状流向泡状流的转换边界向UL减小的方向进行,塞状流向弹状流的转换边界向UL减小、UG增大的方向进行;与Murai流型图相比,流型转换边界有所差异。
文摘在VOF(volume of fluid)模型的基础上,引入level set函数,形成CLSVOF(coupled level set volume of fluid)模型对气液两相流的振荡流动和传热过程进行数值模拟,与只采用VOF模型模拟的结果进行对比分析,并与实验结果相比较.结果表明:无论是针对矩形空腔中两相流的振荡流动和传热,还是活塞冷却油腔中机油的振荡冷却过程,采用CLSVOF模型都可以更为准确地模拟气液两相流的振荡流动规律,传热系数计算值也与实验结果保持了更高的一致性.对于活塞冷却油腔中机油的振荡冷却计算,随着转速即雷诺数的增大,传热系数计算值的误差开始增大.在极限转速3 000r/min时,CLSVOF模型的误差为3.8%,VOF模型的误差为7.5%,CLSVOF模型的误差增幅稳定在0.6%左右.CLSVOF模型的误差较小且误差增幅稳定,说明其计算准确性更高.
