应用Solid Works Flow Simulation软件对1款乳化头的4个不同定子结构进行了CFD(计算流体力学)分析,通过仿真计算,直观获得了釜内不同乳化头周围的流体速度分布云图和流线轨迹;通过粒子示踪法模拟了制胶物料在乳化头作用下的分布状态;最...应用Solid Works Flow Simulation软件对1款乳化头的4个不同定子结构进行了CFD(计算流体力学)分析,通过仿真计算,直观获得了釜内不同乳化头周围的流体速度分布云图和流线轨迹;通过粒子示踪法模拟了制胶物料在乳化头作用下的分布状态;最后在定子外围设定草绘面,并获取该面上的平均速度,以定量预测和对比不用定子结构的乳化效果。研究结果表明:通过CFD分析,可从4个方案中选择最佳结构的定子,从而达到优化定子的目的;在4个定子结构中,无顶梢且上宽下窄型出料口的定子具有相对最好的分散效果。展开更多
Flow in tidal rivers periodically propagates upstream or downstream under tidal influence. Hydrodynamic models based on the Saint-Venant equations (the SVN model) are extensively used to model tidal rivers. A force-...Flow in tidal rivers periodically propagates upstream or downstream under tidal influence. Hydrodynamic models based on the Saint-Venant equations (the SVN model) are extensively used to model tidal rivers. A force-corrected term expressed as the combination of flow velocity and the change rate of the tidal fevel was developed to represent tidal effects in the SVN model. A momentum equation incorporating with the corrected term was derived based on Newton's second law. By combing the modified momentum equation with the continuity equation, an improved SVN model for tidal rivers (the ISVN model) was constructed. The simulation of a tidal reach of the Qiantang River shows that the ISVN model performs better than the SVN model. It indicates that the corrected force derived for tidal effects is reasonable; the ISVN model provides an appropriate enhancement of the SVN model for flow simulation of tidal rivers.展开更多
Debris flows are rapid mass movements with a mixture of rock,soil and water.High-intensity rainfall events have triggered multiple debris flows around the globe,making it an important concern from the disaster managem...Debris flows are rapid mass movements with a mixture of rock,soil and water.High-intensity rainfall events have triggered multiple debris flows around the globe,making it an important concern from the disaster management perspective.This study presents a numerical model called debris flow simulation 2D(DFS 2D)and applicability of the proposed model is investigated through the values of the model parameters used for the reproduction of an occurred debris flow at Yindongzi gully in China on 13 August 2010.The model can be used to simulate debris flows using three different rheologies and has a userfriendly interface for providing the inputs.Using DFS 2D,flow parameters can be estimated with respect to space and time.The values of the flow resistance parameters of model,dry-Coulomb and turbulent friction,were calibrated through the back analysis and the values obtained are 0.1 and 1000 m/s^(2),respectively.Two new methods of calibration are proposed in this study,considering the crosssectional area of flow and topographical changes induced by the debris flow.The proposed methods of calibration provide an effective solution to the cumulative errors induced by coarse-resolution digital elevation models(DEMs)in numerical modelling of debris flows.The statistical indices such as Willmott's index of agreement,mean-absolute-error,and normalized-root-mean-square-error of the calibrated model are 0.5,1.02 and 1.44,respectively.The comparison between simulated and observed values of topographic changes indicates that DFS 2D provides satisfactory results and can be used for dynamic modelling of debris flows.展开更多
The continuum approach in fluid flow modeling is generally applied to porous geological media, but has limited applicability to fractured rocks. With the presence of a discrete fracture network relatively sparsely dis...The continuum approach in fluid flow modeling is generally applied to porous geological media, but has limited applicability to fractured rocks. With the presence of a discrete fracture network relatively sparsely distributed in the matrix, it may be difficult or erroneous to use a porous medium fluid flow model with continuum assumptions to describe the fluid flow in fractured rocks at small or even large field scales. A discrete fracture fluid flow approach incorporating a stochastic fracture network with numerical fluid flow simulations could have the capability of capturing fluid flow behaviors such as inhomogeneity and anisotropy while reflecting the changes of hydraulic features at different scales. Moreover, this approach can be implemented to estimate the size of the representative elementary volume (REV) in order to find out the scales at which a porous medium flow model could be applied, and then to determine the hydraulic conductivity tensor for fractured rocks. The following topics are focused on in this study: (a) conceptual discrete fracture fluid flow modeling incorporating a stochastic fracture network with numerical flow simulations; (b) estimation of REV and hydraulic conductivity tensor for fractured rocks utilizing a stochastic fracture network with numerical fluid flow simulations; (c) investigation of the effect of fracture orientation and density on the hydraulic conductivity and REV by implementing a stochastic fracture network with numerical fluid flow simulations, and (d) fluid flow conceptual models accounting for major and minor fractures in the 2 D or 3 D flow fields incorporating a stochastic fracture network with numerical fluid flow simulations.展开更多
为了了解流体在球阀不同开度下的流动状态及对应的流阻系数,应用商业软件Solid Works Flow Simulation对球阀不同开度的三维流场进行数值仿真模拟和可视化研究。模拟结果表明,在开度较小的情况下,阀芯横截面流速沿中心线呈对称分布,阀...为了了解流体在球阀不同开度下的流动状态及对应的流阻系数,应用商业软件Solid Works Flow Simulation对球阀不同开度的三维流场进行数值仿真模拟和可视化研究。模拟结果表明,在开度较小的情况下,阀芯横截面流速沿中心线呈对称分布,阀芯内部流场存在一对尺寸相等、方向相反的漩涡,且这对漩涡基本占据整个流道;同时出口管路也存在强烈的涡流,随着球阀开度的增大,流动达到稳定,漩涡消失。利用数值模拟结果,求解不同开度下球阀的流阻系数,并与实验拟合公式结果进行对比,验证了数值模拟方法的可靠性。根据球阀流阻系数与开度变化的趋势可知,当球阀开度增大到70%时,再增大开度对流阻系数的减小影响不大。模拟结果可为球阀结构设计和性能优化提供参考。展开更多
半导体制冷箱的制冷效率是评价制冷箱性能的重要参数,因此提高制冷效率是设计的重点。对制冷装配体与制冷箱的耦合方式进行优化,并运用Solid Works Flow Simulation软件进行仿真分析。对比得出,在制冷装配体风扇外表面与制冷箱内壁重合...半导体制冷箱的制冷效率是评价制冷箱性能的重要参数,因此提高制冷效率是设计的重点。对制冷装配体与制冷箱的耦合方式进行优化,并运用Solid Works Flow Simulation软件进行仿真分析。对比得出,在制冷装配体风扇外表面与制冷箱内壁重合、所开槽尺寸为41.7mm×41.7mm×20mm、风扇为吸气时,制冷箱内温度最低。展开更多
Tarbela dam is one of the largest earth filled dam in the world used for power generation and irrigation purposes. Like all reservoirs the sediments inflow in the Tarbela reservoir has resulted in reduction in water s...Tarbela dam is one of the largest earth filled dam in the world used for power generation and irrigation purposes. Like all reservoirs the sediments inflow in the Tarbela reservoir has resulted in reduction in water storage capacity and is also causing damage to the tunnels, power generating units and ultimately to the plant equipment. This numerical study was performed to predict the flow patterns and characteristics in Tarbela dam. Tunnel 3 and 4 inlets;originally on the bed level were raised in the 3-D model and meshed. Analysis was performed using multiphase flow (water and air) for maximum inflow in the reservoir, i.e., considering summer season and discharging water through different locations, i.e., tunnels and spillways. Pressure, velocities, flow rate and free surface height results obtained were found in good agreement with the analytical and existing results where available. Results show uneven discharge through each gate due to maximum velocity near exits and overall stagnant phenomena of water within the reservoir. Maximum velocity was observed along the spillways outlet. Strong vortex motion was observed near the spillways outlet and tunnel inlets. New design of Tunnel 3 and 4 were suggested to WAPDA in order to decrease the sediment inflow and improvements in design of the spillways were suggested.展开更多
利用Solid Works Flow Simulation流体分析软件,对一种应用于太阳能电池焊接所设计的多点滚轮焊头,进行计算流体力学分析,使用图表方式对得出的数据作了分析对比,并对结构进行优化设计。探索一种应用计算流体力学分析软件对机械结构进...利用Solid Works Flow Simulation流体分析软件,对一种应用于太阳能电池焊接所设计的多点滚轮焊头,进行计算流体力学分析,使用图表方式对得出的数据作了分析对比,并对结构进行优化设计。探索一种应用计算流体力学分析软件对机械结构进行优化设计的方法。展开更多
The three-dimensional(3 D) structures of pores directly affect the CH4 flow.Therefore,it is very important to analyze the3 D spatial structure of pores and to simulate the CH4 flow with the connected pores as the carr...The three-dimensional(3 D) structures of pores directly affect the CH4 flow.Therefore,it is very important to analyze the3 D spatial structure of pores and to simulate the CH4 flow with the connected pores as the carrier.The result shows that the equivalent radius of pores and throats are 1-16 μm and 1.03-8.9 μm,respectively,and the throat length is 3.28-231.25 μm.The coordination number of pores concentrates around three,and the intersection point between the connectivity function and the X-axis is 3-4 μm,which indicate the macro-pores have good connectivity.During the single-channel flow,the pressure decreases along the direction of CH4 flow,and the flow velocity of CH4 decreases from the pore center to the wall.Under the dual-channel and the multi-channel flows,the pressure also decreases along the CH4 flow direction,while the velocity increases.The mean flow pressure gradually decreases with the increase of the distance from the inlet slice.The change of mean flow pressure is relatively stable in the direction horizontal to the bedding plane,while it is relatively large in the direction perpendicular to the bedding plane.The mean flow velocity in the direction horizontal to the bedding plane(Y-axis) is the largest,followed by that in the direction horizontal to the bedding plane(X-axis),and the mean flow velocity in the direction perpendicular to the bedding plane is the smallest.展开更多
文摘应用Solid Works Flow Simulation软件对1款乳化头的4个不同定子结构进行了CFD(计算流体力学)分析,通过仿真计算,直观获得了釜内不同乳化头周围的流体速度分布云图和流线轨迹;通过粒子示踪法模拟了制胶物料在乳化头作用下的分布状态;最后在定子外围设定草绘面,并获取该面上的平均速度,以定量预测和对比不用定子结构的乳化效果。研究结果表明:通过CFD分析,可从4个方案中选择最佳结构的定子,从而达到优化定子的目的;在4个定子结构中,无顶梢且上宽下窄型出料口的定子具有相对最好的分散效果。
基金supported by the National Key Technologies R&D Program of China for the Eleventh Five-Year Plan Period (Grant No. 2008BAB29B08-02)the Program for the Ministry of Education and State Administration of Foreign Experts Affairs of China (Grant No. B08408)
文摘Flow in tidal rivers periodically propagates upstream or downstream under tidal influence. Hydrodynamic models based on the Saint-Venant equations (the SVN model) are extensively used to model tidal rivers. A force-corrected term expressed as the combination of flow velocity and the change rate of the tidal fevel was developed to represent tidal effects in the SVN model. A momentum equation incorporating with the corrected term was derived based on Newton's second law. By combing the modified momentum equation with the continuity equation, an improved SVN model for tidal rivers (the ISVN model) was constructed. The simulation of a tidal reach of the Qiantang River shows that the ISVN model performs better than the SVN model. It indicates that the corrected force derived for tidal effects is reasonable; the ISVN model provides an appropriate enhancement of the SVN model for flow simulation of tidal rivers.
基金financially supported by Department of Space,India(Grant No.ISRO/RES/4/663/18-19)。
文摘Debris flows are rapid mass movements with a mixture of rock,soil and water.High-intensity rainfall events have triggered multiple debris flows around the globe,making it an important concern from the disaster management perspective.This study presents a numerical model called debris flow simulation 2D(DFS 2D)and applicability of the proposed model is investigated through the values of the model parameters used for the reproduction of an occurred debris flow at Yindongzi gully in China on 13 August 2010.The model can be used to simulate debris flows using three different rheologies and has a userfriendly interface for providing the inputs.Using DFS 2D,flow parameters can be estimated with respect to space and time.The values of the flow resistance parameters of model,dry-Coulomb and turbulent friction,were calibrated through the back analysis and the values obtained are 0.1 and 1000 m/s^(2),respectively.Two new methods of calibration are proposed in this study,considering the crosssectional area of flow and topographical changes induced by the debris flow.The proposed methods of calibration provide an effective solution to the cumulative errors induced by coarse-resolution digital elevation models(DEMs)in numerical modelling of debris flows.The statistical indices such as Willmott's index of agreement,mean-absolute-error,and normalized-root-mean-square-error of the calibrated model are 0.5,1.02 and 1.44,respectively.The comparison between simulated and observed values of topographic changes indicates that DFS 2D provides satisfactory results and can be used for dynamic modelling of debris flows.
基金ChinaCommitteeofEducation theUniver sityofArizonaandtheMetropolitanWaterDistrictofSouthernCaliforni a.
文摘The continuum approach in fluid flow modeling is generally applied to porous geological media, but has limited applicability to fractured rocks. With the presence of a discrete fracture network relatively sparsely distributed in the matrix, it may be difficult or erroneous to use a porous medium fluid flow model with continuum assumptions to describe the fluid flow in fractured rocks at small or even large field scales. A discrete fracture fluid flow approach incorporating a stochastic fracture network with numerical fluid flow simulations could have the capability of capturing fluid flow behaviors such as inhomogeneity and anisotropy while reflecting the changes of hydraulic features at different scales. Moreover, this approach can be implemented to estimate the size of the representative elementary volume (REV) in order to find out the scales at which a porous medium flow model could be applied, and then to determine the hydraulic conductivity tensor for fractured rocks. The following topics are focused on in this study: (a) conceptual discrete fracture fluid flow modeling incorporating a stochastic fracture network with numerical flow simulations; (b) estimation of REV and hydraulic conductivity tensor for fractured rocks utilizing a stochastic fracture network with numerical fluid flow simulations; (c) investigation of the effect of fracture orientation and density on the hydraulic conductivity and REV by implementing a stochastic fracture network with numerical fluid flow simulations, and (d) fluid flow conceptual models accounting for major and minor fractures in the 2 D or 3 D flow fields incorporating a stochastic fracture network with numerical fluid flow simulations.
文摘为了了解流体在球阀不同开度下的流动状态及对应的流阻系数,应用商业软件Solid Works Flow Simulation对球阀不同开度的三维流场进行数值仿真模拟和可视化研究。模拟结果表明,在开度较小的情况下,阀芯横截面流速沿中心线呈对称分布,阀芯内部流场存在一对尺寸相等、方向相反的漩涡,且这对漩涡基本占据整个流道;同时出口管路也存在强烈的涡流,随着球阀开度的增大,流动达到稳定,漩涡消失。利用数值模拟结果,求解不同开度下球阀的流阻系数,并与实验拟合公式结果进行对比,验证了数值模拟方法的可靠性。根据球阀流阻系数与开度变化的趋势可知,当球阀开度增大到70%时,再增大开度对流阻系数的减小影响不大。模拟结果可为球阀结构设计和性能优化提供参考。
文摘半导体制冷箱的制冷效率是评价制冷箱性能的重要参数,因此提高制冷效率是设计的重点。对制冷装配体与制冷箱的耦合方式进行优化,并运用Solid Works Flow Simulation软件进行仿真分析。对比得出,在制冷装配体风扇外表面与制冷箱内壁重合、所开槽尺寸为41.7mm×41.7mm×20mm、风扇为吸气时,制冷箱内温度最低。
文摘Tarbela dam is one of the largest earth filled dam in the world used for power generation and irrigation purposes. Like all reservoirs the sediments inflow in the Tarbela reservoir has resulted in reduction in water storage capacity and is also causing damage to the tunnels, power generating units and ultimately to the plant equipment. This numerical study was performed to predict the flow patterns and characteristics in Tarbela dam. Tunnel 3 and 4 inlets;originally on the bed level were raised in the 3-D model and meshed. Analysis was performed using multiphase flow (water and air) for maximum inflow in the reservoir, i.e., considering summer season and discharging water through different locations, i.e., tunnels and spillways. Pressure, velocities, flow rate and free surface height results obtained were found in good agreement with the analytical and existing results where available. Results show uneven discharge through each gate due to maximum velocity near exits and overall stagnant phenomena of water within the reservoir. Maximum velocity was observed along the spillways outlet. Strong vortex motion was observed near the spillways outlet and tunnel inlets. New design of Tunnel 3 and 4 were suggested to WAPDA in order to decrease the sediment inflow and improvements in design of the spillways were suggested.
基金Supported by the National Natural Science Foundation of China (No.50576088), the Natural Science Foundation of ZhejiangProvince (No.R503170) and the Doctoral Program Foundation of Ministry of Education (No.20030335009).
基金financially supported by the National Key Research and Development Plan(No.2018YFB0605601)the National Natural Science Foundation of China(No.41972168)。
文摘The three-dimensional(3 D) structures of pores directly affect the CH4 flow.Therefore,it is very important to analyze the3 D spatial structure of pores and to simulate the CH4 flow with the connected pores as the carrier.The result shows that the equivalent radius of pores and throats are 1-16 μm and 1.03-8.9 μm,respectively,and the throat length is 3.28-231.25 μm.The coordination number of pores concentrates around three,and the intersection point between the connectivity function and the X-axis is 3-4 μm,which indicate the macro-pores have good connectivity.During the single-channel flow,the pressure decreases along the direction of CH4 flow,and the flow velocity of CH4 decreases from the pore center to the wall.Under the dual-channel and the multi-channel flows,the pressure also decreases along the CH4 flow direction,while the velocity increases.The mean flow pressure gradually decreases with the increase of the distance from the inlet slice.The change of mean flow pressure is relatively stable in the direction horizontal to the bedding plane,while it is relatively large in the direction perpendicular to the bedding plane.The mean flow velocity in the direction horizontal to the bedding plane(Y-axis) is the largest,followed by that in the direction horizontal to the bedding plane(X-axis),and the mean flow velocity in the direction perpendicular to the bedding plane is the smallest.