This document summarizes research on using direct numerical simulation (DNS) to study bubbly flows in vertical channels and develop closure terms for two-fluid models of multiphase flows. It describes DNS of small laminar systems with several spherical bubbles that show a non-monotonic transient evolution as bubbles initially move toward walls then slowly return to the channel center. Larger turbulent simulations are also discussed. The goal is to use DNS data to provide values for unresolved terms in simplified averaged models through statistical learning, with prospects for filtering interface structures in large-eddy simulations discussed.
This document summarizes direct numerical simulations (DNS) of multiphase flows performed by Grétar Tryggvason and colleagues. It discusses DNS of bubbly flows in vertical channels, including the effects of bubble deformability and size on turbulent upflow. Machine learning methods are applied to DNS data to derive closure relationships for modeling averaged multiphase flows. More complex gas-liquid flows involving many bubbles of different sizes in turbulent channel flow are also examined.
The document describes a study that investigated the depth-wise profiles of velocity and turbulence parameters in the proximity of a mid-channel bar using experimental and computational fluid dynamics (CFD) modeling methods. Velocity measurements were taken at various depths and locations near the mid-channel bar using an acoustic Doppler velocimeter (ADV). The study found changes in the velocity and turbulence profiles due to interactions between the fluid flow and the mid-channel bar. CFD modeling with the Reynolds stress model was also used to validate the experimental results.
The document discusses flow characteristics over broad crested weirs and stepped weirs. It begins with definitions of broad crested weirs and their advantages. Previous studies on broad crested weirs are summarized that examined factors like rounded edges, discharge coefficients, and separation zones. The document then describes a physical model experiment conducted in a laboratory flume to study a broad crested weir and stepped weir. Numerical modeling using FLUENT software is also discussed to simulate flow over the weirs using the volume of fluid method. The objectives are to examine laboratory data and 2D numerical modeling results to compare free surface profiles.
The document discusses various topics related to fluid mechanics and fluid flow. It defines mechanics, fluid mechanics, and related subcategories like hydrodynamics and aerodynamics. It describes the different states of matter and properties of fluids like density, viscosity, and surface tension. The document also discusses concepts like pressure, buoyancy, and fluid flow characteristics such as laminar vs turbulent flow, compressible vs incompressible flow, and one-dimensional, two-dimensional, and three-dimensional flows.
This document discusses using statistical learning techniques and direct numerical simulation (DNS) data to develop closure relationships for a simplified two-fluid model of bubbly two-phase flow in a vertical channel. DNS is used to simulate bubbly upflow in the channel, and the data is averaged and used to train a neural network model to relate unknown closure terms in the two-fluid model equations to resolved variables. The model predictions are then tested against additional DNS data. The presence of walls adds complexity compared to previous work on periodic domains by introducing new closure terms related to surface tension effects near walls.
1. Darcy's law defines permeability as a property of porous media that controls the flow rate and direction of reservoir fluids. It relates flow rate to pressure drop via permeability, fluid properties, and length.
2. Permeability is measured through core flow tests under laminar, single phase flow conditions and is called absolute permeability. It is quantified in units of darcys or millidarcys.
3. Reservoir fluids can be incompressible, slightly compressible, or compressible. Flow regimes include steady-state, unsteady-state, and pseudosteady-state. Reservoir geometry models include radial, linear, spherical and hemispherical flow. Reservoirs can involve single-, two-,
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
The Effect of Geometry Parameters and Flow Characteristics on Erosion and Sed...Dr. Amarjeet Singh
One of the most critical problems in the river
engineering field is scouring, sedimentation and morphology
of a river bed. In this paper, a finite volume method
FORTRAN code is provided and used. The code is able to
model the sedimentation. The flow and sediment were
modeled at the interception of the two channels. It is applied
an experimental model to evaluate the results. Regarding the
numerical model, the effects of geometry parameters such as
proportion of secondary channel to main channel width and
intersection angle and also hydraulic conditionals like
secondary to main channel discharge ratio and inlet flow
Froude number were studied on bed topographical and flow
pattern. The numerical results show that the maximum
height of bed increased to 32 percent as the discharge ratio
reaches to 51 percent, on average. It is observed that the
maximum height of sedimentation decreases by declining in
main channel to secondary channel Froude number ratio. On
the assessment of the channel width, velocity and final bed
height variations have changed by given trend, in all the
ratios. Also, increasing in the intersection angle accompanied
by decreasing in flow velocity variations along the channel.
The pattern of velocity and topographical bed variations are
also constant in any studied angles.
This document summarizes direct numerical simulations (DNS) of multiphase flows performed by Grétar Tryggvason and colleagues. It discusses DNS of bubbly flows in vertical channels, including the effects of bubble deformability and size on turbulent upflow. Machine learning methods are applied to DNS data to derive closure relationships for modeling averaged multiphase flows. More complex gas-liquid flows involving many bubbles of different sizes in turbulent channel flow are also examined.
The document describes a study that investigated the depth-wise profiles of velocity and turbulence parameters in the proximity of a mid-channel bar using experimental and computational fluid dynamics (CFD) modeling methods. Velocity measurements were taken at various depths and locations near the mid-channel bar using an acoustic Doppler velocimeter (ADV). The study found changes in the velocity and turbulence profiles due to interactions between the fluid flow and the mid-channel bar. CFD modeling with the Reynolds stress model was also used to validate the experimental results.
The document discusses flow characteristics over broad crested weirs and stepped weirs. It begins with definitions of broad crested weirs and their advantages. Previous studies on broad crested weirs are summarized that examined factors like rounded edges, discharge coefficients, and separation zones. The document then describes a physical model experiment conducted in a laboratory flume to study a broad crested weir and stepped weir. Numerical modeling using FLUENT software is also discussed to simulate flow over the weirs using the volume of fluid method. The objectives are to examine laboratory data and 2D numerical modeling results to compare free surface profiles.
The document discusses various topics related to fluid mechanics and fluid flow. It defines mechanics, fluid mechanics, and related subcategories like hydrodynamics and aerodynamics. It describes the different states of matter and properties of fluids like density, viscosity, and surface tension. The document also discusses concepts like pressure, buoyancy, and fluid flow characteristics such as laminar vs turbulent flow, compressible vs incompressible flow, and one-dimensional, two-dimensional, and three-dimensional flows.
This document discusses using statistical learning techniques and direct numerical simulation (DNS) data to develop closure relationships for a simplified two-fluid model of bubbly two-phase flow in a vertical channel. DNS is used to simulate bubbly upflow in the channel, and the data is averaged and used to train a neural network model to relate unknown closure terms in the two-fluid model equations to resolved variables. The model predictions are then tested against additional DNS data. The presence of walls adds complexity compared to previous work on periodic domains by introducing new closure terms related to surface tension effects near walls.
1. Darcy's law defines permeability as a property of porous media that controls the flow rate and direction of reservoir fluids. It relates flow rate to pressure drop via permeability, fluid properties, and length.
2. Permeability is measured through core flow tests under laminar, single phase flow conditions and is called absolute permeability. It is quantified in units of darcys or millidarcys.
3. Reservoir fluids can be incompressible, slightly compressible, or compressible. Flow regimes include steady-state, unsteady-state, and pseudosteady-state. Reservoir geometry models include radial, linear, spherical and hemispherical flow. Reservoirs can involve single-, two-,
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
The Effect of Geometry Parameters and Flow Characteristics on Erosion and Sed...Dr. Amarjeet Singh
One of the most critical problems in the river
engineering field is scouring, sedimentation and morphology
of a river bed. In this paper, a finite volume method
FORTRAN code is provided and used. The code is able to
model the sedimentation. The flow and sediment were
modeled at the interception of the two channels. It is applied
an experimental model to evaluate the results. Regarding the
numerical model, the effects of geometry parameters such as
proportion of secondary channel to main channel width and
intersection angle and also hydraulic conditionals like
secondary to main channel discharge ratio and inlet flow
Froude number were studied on bed topographical and flow
pattern. The numerical results show that the maximum
height of bed increased to 32 percent as the discharge ratio
reaches to 51 percent, on average. It is observed that the
maximum height of sedimentation decreases by declining in
main channel to secondary channel Froude number ratio. On
the assessment of the channel width, velocity and final bed
height variations have changed by given trend, in all the
ratios. Also, increasing in the intersection angle accompanied
by decreasing in flow velocity variations along the channel.
The pattern of velocity and topographical bed variations are
also constant in any studied angles.
unsteady flow simulation along staggered cylinder arrangementRamakant Pandey
This document summarizes an unsteady flow simulation around a square cylinder using an upstream rod. It includes an introduction on drag forces on bluff bodies, an overview of how streamlined shapes produce less drag than bluff bodies, and the importance of drag reduction. It then reviews relevant literature on similar studies, identifies gaps in the literature, and outlines the objectives of this study. The study will simulate flow using a square cylinder with an upstream rod, varying parameters like staggered angle, rod diameter and spacing. It will aim to find optimized conditions that produce the least drag. The computational setup and governing equations used in the simulation are also summarized.
Effect of free surface and froude number on the protection length and turbule...eSAT Journals
Abstract An experimental study was carried out to investigate the effect of free surface, Froude and Reynolds numbers on the protection length and turbulence through compound transitions using Laser Doppler, in a rectangular channel. Measurements of turbulence are carried out along the compound transition, at different contraction ratios, at different bed slopes. Vertical transition in the bed were also changed. From the results, the protection length increases with the increase of the incoming Froude number, and increases with the increase of the relative height, while it increases with the increase of the contraction ratio. The steep slope has a major effect on the protection length. Free surface has a unique role in governing the turbulence in open channel flows. Within and downstream of the transition, the turbulence occurs primarily in the wall region. Within the transition, flow tends towards the critical state (Fr approaches close to 1) with a rise in the turbulence intensities in the free surface and the wall region which may be attributed to the flow tending towards critical state. At small values of Froude number Fr ≤ 0.22, the effect of Froude number on turbulence intensities and the free surface waves negligible. Keywords: Turbulence intensities- Laser Doppler-Protection length-Free surface-Relative height-Contraction ratio-Bottom slope-Froude number
This document discusses boundary layer development. It begins by defining boundary layers and describing the velocity profile near a surface. As distance from the leading edge increases, the boundary layer thickness grows due to viscous forces slowing fluid particles. The boundary layer then transitions from laminar to turbulent. Turbulent boundary layers have a logarithmic velocity profile and thicker boundary layer compared to laminar. Pressure gradients and surface roughness also impact boundary layer development and transition.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
The paper presents a fundamental study of the polymer flow within a “wave” type screw channel. The analysis is performed on an “unwrapped” form of a conventional screw channel and a “wave” type channel of similar size. A 3D Finite Element Method
(FEM) simulation was used to simulate the flow field and flow characteristics of the wave channel are compared relative to the plain channel.
Two Phase Flow Measurements under Static and Dynamic Conditions for Predictin...Mehdi Ghobadi , PhD., MBA
This document summarizes an experimental study on bubble rise velocity in inclined pipes and liquid flow rates needed to suppress gas flow, or "bullhead", in order to model well killing processes. The study measured bubble rise velocities in water and brine mixtures in pipes at various inclinations and proposed a model based on drift flux theory. It also examined using a liquid flow to counteract a gas flow ("bullheading") and proposed an empirical model relating liquid flow rate to pipe inclination needed to kill the gas flow. A literature review on bubble rise velocities, slug flows, and well killing methods is also provided.
This document discusses fluid flow through fractures in rocks. It begins with an introduction to fractured reservoirs and the different flow regimes that can occur. It then discusses fluid flow through porous media and fractured reservoirs specifically. The document outlines several conceptual models for describing fluid flow in fractured porous media, including the explicit discrete fracture model, dual-continuum model, and discrete fracture network model. It also discusses statistical models for fractures and the limitations of conventional reservoir simulation methods in accounting for complex fracture geometries. The document concludes with an overview of mathematical modeling approaches for fluid flow through fractures.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Finite element analysis of a floating rectangular plateeSAT Journals
Abstract The free vibration characteristics of a floating rectangular plate considering the fluid-structure interaction effects between the plate and the reservoir are studied. The fluid is assumed to be inviscid, incompressible and the reservoir bottom is assumed to be horizontal and rigid. Finite element technique is used to solve this interaction problem. The eigen frequencies of the plate are computed and the effects of the flexibility of the plate, depth of the reservoir are investigated. Keywords -inviscid,irrotational,eigenfrequency,FEM,VLFS, hydroelasticity.
This document summarizes a numerical study of slug flow regime for an air-water two-phase flow in horizontal pipes. The study used detailed 3D CFD simulations with an inhomogeneous two-phase model and interface sharpening algorithm to predict the transition from a segregated air-water flow into slug flow. Several cases were investigated by varying parameters like pipe length, boundary conditions, and initial free surface perturbation. The CFD model was able to successfully predict slug formation and propagation, and characteristics like slug frequency, length, and velocity were determined and compared to experimental data, showing reasonably good agreement.
Darcy's law describes the flow of fluid through a porous medium. It states that the flow rate is proportional to the permeability of the medium and the pressure drop over a distance, divided by the fluid viscosity and length. Darcy's law provides a simple relationship between the discharge rate, permeability, pressure drop, fluid properties, and distance. It is commonly used in hydrology and fluid dynamics to model flow through porous materials like aquifers and soil.
This document summarizes uniform flow in open channels. It defines open channels as streams not completely enclosed by boundaries with a free water surface. Open channels can be natural or artificial with regular shapes. Uniform flow occurs when the depth, area, velocity and discharge remain constant in a channel with a constant slope and roughness. The Chezy and Manning formulas are presented to calculate mean flow velocity from hydraulic radius, slope and conveyance factors. Examples are given to solve for velocity, flow rate, and channel slope using the formulas.
This document summarizes a presentation given by Dr. Alexander Jittu at the University of Kentucky on October 15th and 16th, 2007 about the physics behind atomization, electrostatic charging, and transport of paint particles with a focus on indirect charged bells. It describes the mechanisms of atomization, electrostatic charging, and paint particle transport. Equations are provided for centrifugal force, charge to mass ratio, drag coefficient, and probability of drop collisions. A mathematical function is proposed to model particle size as a function of atomization parameters.
This document discusses open channel flow and its various types. It defines open channel flow as flow with a free surface driven by gravity. It describes four main types of open channel flows:
1. Steady and unsteady flow
2. Uniform and non-uniform flow
3. Laminar and turbulent flow
4. Sub-critical, critical, and super-critical flow
It also discusses discharge equations for open channels including Chezy's formula, Manning's formula, and Bazin's formula. Finally, it covers specific energy, critical depth, and the hydraulic jump in open channel flow.
This document discusses turbulent fluid flow. It defines turbulence as an irregular flow with random variations in time and space that can be expressed statistically. Turbulence occurs above a critical Reynolds number when the kinetic energy of the flow is enough to sustain random fluctuations against viscous damping. Characteristics of turbulent flow include fluctuating velocities and pressures, and more uniform velocity distributions compared to laminar flow. Turbulence can be generated by solid walls or shear between layers, and can be categorized as homogeneous, isotropic, or anisotropic. Transition from laminar to turbulent flow is also discussed.
In this paper, an analysis was done on laminar boundary layer over a flat plate. The analysis was performed by changing the Reynolds number. The Reynolds number was changed by changing horizontal distance of the flat plate. Since other quantities were fixed, the Reynolds number increased with increment of horizontal distance. Iterations were increased in scaled residuals whenever the Reynolds number was increased. Maximum value of velocity contour decreased with the increment of the Reynolds number. The value of the largest region of velocity contour decreased with the increment of the value of the Reynolds number and it also affected the appearance of contour. The value of pressure contour increased with the increment of the Reynolds number. Vertical distance versus velocity graph was not depended on the Reynolds number. In this graph, the velocity increased rapidly with the increment of vertical distance for a certain period. After that, the velocity decreased slightly with the increment of vertical distance. Finally, the velocity became around 1.05 m/s.
This document discusses fluid-induced vibration (FIV) in heat exchangers. It covers topics like vortex shedding, synchronization, critical velocity, fluid-elastic instability, and vibration damage patterns. The key points are:
- Vortex shedding from cylindrical structures can cause fluid excitation forces at the shedding frequency, and fluid-structure coupling forces if that frequency matches structural natural frequencies.
- There is a critical cross-flow velocity at which fluid-elastic instability occurs, causing rapid increases in vibration amplitude.
- Vibration damage in heat exchangers can include tube collisions, baffle damage, tube sheet effects, and acoustic resonance failures.
This document provides an overview of fluid kinematics, which is the study of fluid motion without considering forces. It discusses key concepts like streamlines, pathlines, and streaklines. It describes Lagrangian and Eulerian methods for describing fluid motion. It also covers various types of fluid flow such as steady/unsteady, laminar/turbulent, compressible/incompressible, and one/two/three-dimensional flow. Important topics like continuity equation, velocity, acceleration, and stream/velocity potential functions are also summarized. The document is intended to outline the syllabus and learning objectives for a course unit on fluid kinematics.
This document summarizes a study that used computational fluid dynamics (CFD) to simulate flow patterns around six types of triangular porous weirs with various upstream and downstream slopes. The study examined flow depth, discharge through the porous media, and velocity fields. Key findings include:
- Weirs with steeper upstream slopes produced lower upstream water levels and higher ratios of flow passing through the weir.
- The weir with a 30° downstream slope produced the highest upstream head and lowest discharge coefficient.
- Flow through the porous weirs reduced upstream water levels and vortex areas compared to solid weirs.
Fluid Mechanics Chapter 3. Integral relations for a control volumeAddisu Dagne Zegeye
Introduction, physical laws of fluid mechanics, the Reynolds transport theorem, Conservation of mass equation, Linear momentum equation, Angular momentum equation, Energy equation, Bernoulli equation
The document summarizes recent research on bypass transition in boundary layers. It provides experimental evidence that supports previous DNS results showing that transition first occurs in the low-speed streaks near the boundary layer edge. Profiles of streamwise fluctuation velocity show that negative fluctuations increase more than positive fluctuations as transition approaches. The penetration depth of free stream disturbances scales with flow parameters in a way that agrees with solutions to the Orr-Sommerfeld equation. The findings illustrate the importance of negative fluctuations in transition and provide experimental validation for suggestions from DNS that transition initiates in the low-speed regions of the upper boundary layer.
unsteady flow simulation along staggered cylinder arrangementRamakant Pandey
This document summarizes an unsteady flow simulation around a square cylinder using an upstream rod. It includes an introduction on drag forces on bluff bodies, an overview of how streamlined shapes produce less drag than bluff bodies, and the importance of drag reduction. It then reviews relevant literature on similar studies, identifies gaps in the literature, and outlines the objectives of this study. The study will simulate flow using a square cylinder with an upstream rod, varying parameters like staggered angle, rod diameter and spacing. It will aim to find optimized conditions that produce the least drag. The computational setup and governing equations used in the simulation are also summarized.
Effect of free surface and froude number on the protection length and turbule...eSAT Journals
Abstract An experimental study was carried out to investigate the effect of free surface, Froude and Reynolds numbers on the protection length and turbulence through compound transitions using Laser Doppler, in a rectangular channel. Measurements of turbulence are carried out along the compound transition, at different contraction ratios, at different bed slopes. Vertical transition in the bed were also changed. From the results, the protection length increases with the increase of the incoming Froude number, and increases with the increase of the relative height, while it increases with the increase of the contraction ratio. The steep slope has a major effect on the protection length. Free surface has a unique role in governing the turbulence in open channel flows. Within and downstream of the transition, the turbulence occurs primarily in the wall region. Within the transition, flow tends towards the critical state (Fr approaches close to 1) with a rise in the turbulence intensities in the free surface and the wall region which may be attributed to the flow tending towards critical state. At small values of Froude number Fr ≤ 0.22, the effect of Froude number on turbulence intensities and the free surface waves negligible. Keywords: Turbulence intensities- Laser Doppler-Protection length-Free surface-Relative height-Contraction ratio-Bottom slope-Froude number
This document discusses boundary layer development. It begins by defining boundary layers and describing the velocity profile near a surface. As distance from the leading edge increases, the boundary layer thickness grows due to viscous forces slowing fluid particles. The boundary layer then transitions from laminar to turbulent. Turbulent boundary layers have a logarithmic velocity profile and thicker boundary layer compared to laminar. Pressure gradients and surface roughness also impact boundary layer development and transition.
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
The paper presents a fundamental study of the polymer flow within a “wave” type screw channel. The analysis is performed on an “unwrapped” form of a conventional screw channel and a “wave” type channel of similar size. A 3D Finite Element Method
(FEM) simulation was used to simulate the flow field and flow characteristics of the wave channel are compared relative to the plain channel.
Two Phase Flow Measurements under Static and Dynamic Conditions for Predictin...Mehdi Ghobadi , PhD., MBA
This document summarizes an experimental study on bubble rise velocity in inclined pipes and liquid flow rates needed to suppress gas flow, or "bullhead", in order to model well killing processes. The study measured bubble rise velocities in water and brine mixtures in pipes at various inclinations and proposed a model based on drift flux theory. It also examined using a liquid flow to counteract a gas flow ("bullheading") and proposed an empirical model relating liquid flow rate to pipe inclination needed to kill the gas flow. A literature review on bubble rise velocities, slug flows, and well killing methods is also provided.
This document discusses fluid flow through fractures in rocks. It begins with an introduction to fractured reservoirs and the different flow regimes that can occur. It then discusses fluid flow through porous media and fractured reservoirs specifically. The document outlines several conceptual models for describing fluid flow in fractured porous media, including the explicit discrete fracture model, dual-continuum model, and discrete fracture network model. It also discusses statistical models for fractures and the limitations of conventional reservoir simulation methods in accounting for complex fracture geometries. The document concludes with an overview of mathematical modeling approaches for fluid flow through fractures.
IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
Finite element analysis of a floating rectangular plateeSAT Journals
Abstract The free vibration characteristics of a floating rectangular plate considering the fluid-structure interaction effects between the plate and the reservoir are studied. The fluid is assumed to be inviscid, incompressible and the reservoir bottom is assumed to be horizontal and rigid. Finite element technique is used to solve this interaction problem. The eigen frequencies of the plate are computed and the effects of the flexibility of the plate, depth of the reservoir are investigated. Keywords -inviscid,irrotational,eigenfrequency,FEM,VLFS, hydroelasticity.
This document summarizes a numerical study of slug flow regime for an air-water two-phase flow in horizontal pipes. The study used detailed 3D CFD simulations with an inhomogeneous two-phase model and interface sharpening algorithm to predict the transition from a segregated air-water flow into slug flow. Several cases were investigated by varying parameters like pipe length, boundary conditions, and initial free surface perturbation. The CFD model was able to successfully predict slug formation and propagation, and characteristics like slug frequency, length, and velocity were determined and compared to experimental data, showing reasonably good agreement.
Darcy's law describes the flow of fluid through a porous medium. It states that the flow rate is proportional to the permeability of the medium and the pressure drop over a distance, divided by the fluid viscosity and length. Darcy's law provides a simple relationship between the discharge rate, permeability, pressure drop, fluid properties, and distance. It is commonly used in hydrology and fluid dynamics to model flow through porous materials like aquifers and soil.
This document summarizes uniform flow in open channels. It defines open channels as streams not completely enclosed by boundaries with a free water surface. Open channels can be natural or artificial with regular shapes. Uniform flow occurs when the depth, area, velocity and discharge remain constant in a channel with a constant slope and roughness. The Chezy and Manning formulas are presented to calculate mean flow velocity from hydraulic radius, slope and conveyance factors. Examples are given to solve for velocity, flow rate, and channel slope using the formulas.
This document summarizes a presentation given by Dr. Alexander Jittu at the University of Kentucky on October 15th and 16th, 2007 about the physics behind atomization, electrostatic charging, and transport of paint particles with a focus on indirect charged bells. It describes the mechanisms of atomization, electrostatic charging, and paint particle transport. Equations are provided for centrifugal force, charge to mass ratio, drag coefficient, and probability of drop collisions. A mathematical function is proposed to model particle size as a function of atomization parameters.
This document discusses open channel flow and its various types. It defines open channel flow as flow with a free surface driven by gravity. It describes four main types of open channel flows:
1. Steady and unsteady flow
2. Uniform and non-uniform flow
3. Laminar and turbulent flow
4. Sub-critical, critical, and super-critical flow
It also discusses discharge equations for open channels including Chezy's formula, Manning's formula, and Bazin's formula. Finally, it covers specific energy, critical depth, and the hydraulic jump in open channel flow.
This document discusses turbulent fluid flow. It defines turbulence as an irregular flow with random variations in time and space that can be expressed statistically. Turbulence occurs above a critical Reynolds number when the kinetic energy of the flow is enough to sustain random fluctuations against viscous damping. Characteristics of turbulent flow include fluctuating velocities and pressures, and more uniform velocity distributions compared to laminar flow. Turbulence can be generated by solid walls or shear between layers, and can be categorized as homogeneous, isotropic, or anisotropic. Transition from laminar to turbulent flow is also discussed.
In this paper, an analysis was done on laminar boundary layer over a flat plate. The analysis was performed by changing the Reynolds number. The Reynolds number was changed by changing horizontal distance of the flat plate. Since other quantities were fixed, the Reynolds number increased with increment of horizontal distance. Iterations were increased in scaled residuals whenever the Reynolds number was increased. Maximum value of velocity contour decreased with the increment of the Reynolds number. The value of the largest region of velocity contour decreased with the increment of the value of the Reynolds number and it also affected the appearance of contour. The value of pressure contour increased with the increment of the Reynolds number. Vertical distance versus velocity graph was not depended on the Reynolds number. In this graph, the velocity increased rapidly with the increment of vertical distance for a certain period. After that, the velocity decreased slightly with the increment of vertical distance. Finally, the velocity became around 1.05 m/s.
This document discusses fluid-induced vibration (FIV) in heat exchangers. It covers topics like vortex shedding, synchronization, critical velocity, fluid-elastic instability, and vibration damage patterns. The key points are:
- Vortex shedding from cylindrical structures can cause fluid excitation forces at the shedding frequency, and fluid-structure coupling forces if that frequency matches structural natural frequencies.
- There is a critical cross-flow velocity at which fluid-elastic instability occurs, causing rapid increases in vibration amplitude.
- Vibration damage in heat exchangers can include tube collisions, baffle damage, tube sheet effects, and acoustic resonance failures.
This document provides an overview of fluid kinematics, which is the study of fluid motion without considering forces. It discusses key concepts like streamlines, pathlines, and streaklines. It describes Lagrangian and Eulerian methods for describing fluid motion. It also covers various types of fluid flow such as steady/unsteady, laminar/turbulent, compressible/incompressible, and one/two/three-dimensional flow. Important topics like continuity equation, velocity, acceleration, and stream/velocity potential functions are also summarized. The document is intended to outline the syllabus and learning objectives for a course unit on fluid kinematics.
This document summarizes a study that used computational fluid dynamics (CFD) to simulate flow patterns around six types of triangular porous weirs with various upstream and downstream slopes. The study examined flow depth, discharge through the porous media, and velocity fields. Key findings include:
- Weirs with steeper upstream slopes produced lower upstream water levels and higher ratios of flow passing through the weir.
- The weir with a 30° downstream slope produced the highest upstream head and lowest discharge coefficient.
- Flow through the porous weirs reduced upstream water levels and vortex areas compared to solid weirs.
Fluid Mechanics Chapter 3. Integral relations for a control volumeAddisu Dagne Zegeye
Introduction, physical laws of fluid mechanics, the Reynolds transport theorem, Conservation of mass equation, Linear momentum equation, Angular momentum equation, Energy equation, Bernoulli equation
The document summarizes recent research on bypass transition in boundary layers. It provides experimental evidence that supports previous DNS results showing that transition first occurs in the low-speed streaks near the boundary layer edge. Profiles of streamwise fluctuation velocity show that negative fluctuations increase more than positive fluctuations as transition approaches. The penetration depth of free stream disturbances scales with flow parameters in a way that agrees with solutions to the Orr-Sommerfeld equation. The findings illustrate the importance of negative fluctuations in transition and provide experimental validation for suggestions from DNS that transition initiates in the low-speed regions of the upper boundary layer.
This document discusses a thesis submitted by Sujay Kumar Patar for the degree of Master of Technology in Mechanical Engineering. The thesis studies turbulence in 2D magnetohydrodynamic flow over a square rib in an open channel using ANSYS Fluent software. It provides background on open channel flow, uniform and non-uniform flow, Reynolds averaged Navier-Stokes modeling, Reynolds stress distribution, velocity profiles in boundary layers, and flow characteristics such as laminar and turbulent flow. The objective is to analyze the effect of a magnetic field on flow using numerical simulation without physical experimentation.
This document summarizes a study that uses a zonal near-wall approximation approach within a large-eddy simulation (LES) strategy to simulate high Reynolds number flow separating from a three-dimensional hill. The zonal approach solves simplified boundary layer equations on an embedded grid near the wall to determine the wall shear stress, which is fed back to the LES domain as an unsteady boundary condition. Simulations are presented using grids with 1.5-9.6 million nodes, and comparisons show the zonal approach provides a satisfactory representation of most flow properties even on the coarsest grid, unlike a pure LES approach.
This document summarizes a numerical study on free-surface flow conducted using a computational fluid dynamics (CFD) solver. The study examines the wave profile generated by a submerged hydrofoil through several test cases varying parameters like the turbulence model, grid resolution, and hydrofoil depth. The document provides background on the governing equations solved by the CFD solver and the interface capturing technique used to model the free surface. Five test cases are described that investigate grid convergence, the impact of laminar vs turbulent models, the relationship between hydrofoil depth and wave height, and the effect of discretization schemes.
This document describes a computational fluid dynamics (CFD) simulation of laminar flow in a pipe using ANSYS software. The summary is:
1. The simulation setup involved modeling the pipe geometry, generating a fine mesh, defining boundary conditions for the inlet and outlet, and running the simulation for 1000 iterations.
2. The results showed the classic parabolic velocity profile and gradual pressure drop associated with laminar flow.
3. The orderly and predictable behavior of laminar flow was observed, highlighting its energy-efficient properties important for applications like fluid transport systems.
Flow Modeling Based Wall Element TechniqueCSCJournals
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IJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and TechnologyIJRET : International Journal of Research in Engineering and Technology is an international peer reviewed, online journal published by eSAT Publishing House for the enhancement of research in various disciplines of Engineering and Technology. The aim and scope of the journal is to provide an academic medium and an important reference for the advancement and dissemination of research results that support high-level learning, teaching and research in the fields of Engineering and Technology. We bring together Scientists, Academician, Field Engineers, Scholars and Students of related fields of Engineering and Technology
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This document summarizes a study that uses neural networks and direct numerical simulations to develop closure models for two-fluid equations describing multiphase bubbly flows. Direct numerical simulations were performed for a system of bubbles rising in liquid and these results were used to train a neural network model. The neural network model was able to reasonably predict the evolution of different initial bubble distributions and velocities compared to direct numerical simulations. This approach shows promise for using computational simulations to develop reduced-order models that can simulate multiphase flows without resolving all length and time scales.
1. DNS ASSISTED MODELING OF BUBBLY FLOWS IN VERTICAL CHANNELS
G. Tryggvason (Corresponding Author)
University of Notre Dame
Department of Aerospace and Mechanical Engineering
365 Fitzpatrick Hall
Notre Dame, IN 46556, USA
Email: gtryggva@nd.edu
Phone: 574-631-7148
Ming Ma
University of Notre Dame
Department of Aerospace and Mechanical Engineering
365 Fitzpatrick Hall
Notre Dame, IN 46556, USA
Email: Ming.Ma.28@nd.edu
Jiacai Lu
University of Notre Dame
Department of Aerospace and Mechanical Engineering
365 Fitzpatrick Hall
Notre Dame, IN 46556, USA
Email: jlu2@nd.edu
2. DNS ASSISTED MODELING OF BUBBLY FLOWS IN VERTICAL
CHANNELS
G. Tryggvason, M. Ma and J. Lu
University of Notre Dame
Department of Aerospace and Mechanical Engineering
Notre Dame, IN 46556, USA
gtryggva@nd.edu; Ming.Ma.28@nd.edu; jlu2@nd.edu
ABSTRACT
The transient motion of bubbly flows, in vertical channels, is studied, using direct numerical simulations
(DNS), where every continuum length- and time-scale are resolved. A simulation of a large number of
bubbles of different sizes at a friction Reynolds number of 500 shows that small bubbles quickly migrate
to the wall, but the bulk flow takes much longer to adjust to the new bubble distribution. Simulations of
much smaller laminar systems with several spherical bubbles have been used to examine the full transient
motion and those show a non-monotonic evolution where all the bubbles first move toward the walls and
then the liquid slowly slows down, eventually allowing some bubbles to return to the center of the
channel. Unlike the statistically steady state, where the flow structure is relatively simple and in some
cases depends only on the sign of the bubble lift coefficient, the transient evolution is more sensitive to
the governing parameters. Early efforts to use DNS results to provide values for the unresolved closure
terms in a simple average model for the flow, found by statistical learning from the data using neural
networks is discussed. The prospects of using the results from simulations of large system with bubbles of
different sizes in turbulent flows for LES-like simulations are explored, including the simplification of the
interface structure by filtering. Finally, preliminary results for flows undergoing topology changes are
shown.
KEYWORDS
DNS, bubbly flows, statistical learning, two-fluid model, turbulence
3. I. INTRODUCTION
Direct numerical simulations (DNS) of multiphase flow, where every continuum time- and length-scale
are fully resolved, have over the last two decades provided significant insight into the dynamics of such
flows. For most industrial and natural systems, however, DNS require too fine grid resolution to be
practical. Furthermore, since the small-scale behavior often exhibits considerable universality, it is likely
that in many cases the small scales can be modeled, rather than fully resolved. For single-phase flows,
DNS have already helped significantly with the modeling of unresolved scales, including how they
depend on the large scale resolved flow and how the small scales in turn influence the larger scales.
Modeling of multiphase flows generally builds on the two-fluid approach, where separate equations are
solved for the average motion of the different fluids. For recent reviews see [1], for example. Although
DNS of multiphase flows have progressed rapidly during the last two decades, attempts to use DNS
results to help modeling of multiphase flows are still rare. Here, we review briefly simulations of bubbly
flows in vertical channels, the insight such simulations have provided, and how the results may help the
development of closure terms for equations for the average, or the large-scale, flow.
II. COMPUTATIONAL SETUP
The simulations are done using a finite-volume/front tracking method originally introduced in [2]. The
Navier-Stokes equations are solved using the “one-fluid” formulation where a single set of equations is
discretized on a regular structured grid covering the entire computational domain. The equations govern
the motion of all the fluids involved, and the different constituents are identified by the differences in
their material properties. Surface tension is added as a smoothed body force at the interface separating the
different fluids. This formulation is the foundation for most other methods that have been used for DNS
of multiphase flows, such as VOF and level-set methods. To identify the different fluids a marker function
is usually advected directly on the fluid grid. In the front-tracking method, on the other hand, we advect
the interface itself. The interface is represented by connected marker points that are moved with the fluid
velocity, interpolated from the fixed fluid grid. Once the marker points have been advected, a marker
function is constructed from the new interface location. The front is also used to compute surface tension,
which is then smoothed on to the fluid grid and added to the discrete Navier-Stokes equations. In addition
to the computation of the surface tension and the construction of the marker function, the chief challenge
in front-tracking is the dynamic updating of the front, whereby marker points are added or deleted to
maintain the point density needed to fully resolve the interface. For a detailed description of the original
method, as well as various improvements and refinements, and validation and accuracy tests, see [2-5].
For the computations presented here, the domain is a rectangular channel where the left and right
boundaries are rigid no-slip walls and periodic boundary conditions are applied in the streamwise and
spanwise direction. The flow is driven upward by an imposed pressure gradient, yielding the desired
friction Reynolds number.
III. SMALL SYSTEMS
Bubbly flows in vertical channels are a natural starting point for attempts to use DNS data to model the
average flow. The flow is homogeneous in the stramwise and the spanwise direction and the average
motion depends only on the wall-normal coordinate. Furthermore, if the channel is completely vertical,
the average motion should be symmetric around the center plane. This allows the DNS data to be
averaged over not only the stramwise and the spanwise direction but also over the left and right side of
the channel.
4. III.A. Steady-State and Transient Evolution
Two-dimensional laminar bubbly flows in vertical channels were examined in [6] and the averaged DNS
solution at (statistically) steady state compared with predictions by an analytical model developed in
reference [7]. It was found that the model predicted the void fraction profile well for both upflow and
downflow. The velocity profile was also well-predicted for downflow but for upflow the model over-
predicted the velocity. However, once the coefficients had been adjusted for one case, the model did a
reasonable job of predicting the velocity for other operating parameters. Subsequent investigations, in [8],
showed that the overall flow had a very simple structure, consisting of a nearly homogeneous core region
and thin wall-layers. The structure is determined by the lift forces on the bubbles, which drive them
toward the side where the liquid velocity is largest, in a frame of reference moving with the bubble. Thus,
in upflow the bubbles are driven toward the walls. Studies of the magnitude of the lift force and how it
depends on the shear and other properties of the flow include [9-12]. The lift force depends strongly on
the deformability of the bubble and larger bubbles (more deformable) tend to have either little lift or a lift
in the opposite direction from the nearly spherical ones [13]. Very little is known about the lift on many
bubbles in high void fraction flows, although preliminary studies can be found in [14]. The vertical
migration of bubbles from the core, to the walls, increases the average density of the mixture in the core
and if there are enough bubbles the weight of the mixture eventually balances the imposed pressure
gradient and as the shear becomes zero the migration of bubbles stops. The void fractions in the core and
the wall-layer are therefore easily predicted. One of the main conclusions of these studies is that the
steady state flow does not depend on the magnitude of the lift coefficient—only its sign. This suggests
that if we intend to use the DNS results to evaluate and help construct models of the average flow, it is
necessary to examine the transient motion.
Recently, DNS have been used to examine the transient evolution of both laminar and turbulent channel
flows, leading to considerable increase of the understanding of such flows. The transient evolution is
important for several reasons. First of all, the transient is relatively long so in practical applications it is
likely that it is encountered frequently and possibly more often than the steady state. Secondly, the
relatively simple structure of the flow at steady state is not very sensitive to the various parameters in
models of the average flow evaluation. The void fraction distribution does, for example, only depend on
the sign of the bubble lift coefficient. To understand how bubbly flow evolves toward a steady state we
have conducted several simulations, starting with bubbles placed randomly in a parabolic laminar velocity
field. The evolution toward steady state is highly non-monotonic. First, all the bubbles migrate towards
the walls leaving the center region nearly free of bubbles. Then the presence of the bubbles near the wall
increases the shear there and reduces the bulk flow rate. As the flow rate is reduced, some of the bubbles
migrate back into the core region until the mixture there is in hydrostatic equilibrium. The initial
migration of the bubbles to the walls takes place relatively fast, but the slowing down of the liquid flow
and the migration of the bubbles back into the core is a much slower process. In those simulations we do
not allow the bubbles to coalesce, but if they could then the migration to the wall might promote the
formation of either larger bubbles that would move away from the wall relatively quickly or possibly a
gas film at the wall. We have done a few simulations with a range of governing parameters and different
initial bubble locations and confirmed that the overall evolution is similar in all cases and that the time
scale is also comparable. However, unlike the statistically steady state, where the flow structure is
relatively simple and in some cases depends only on the sign of the lift coefficient, the transient evolution
is more sensitive to the governing parameters.
III.B. Closure by Statistical Learning
To explore how to use DNS results to provide closure terms for equations for the average flow, we have
examined the use of Neural Networks (NN) to fit the data from the DNS [15]. The flows that we have
considered so far consist of several nearly spherical bubbles rising in periodic domains with no walls,
5. where the initial vertical velocity and the average bubble density is homogeneous in two directions (y and
z) but not in one of the horizontal directions (x). After an initial transient motion the average void fraction
and the vertical velocity become approximately uniform. The NN is trained on a dataset from one
simulation and then used to simulate the evolution of other initial conditions. The initial average velocity
and void fraction depend only on the x coordinate, and not on y or z. As the flow evolves, the various
averaged quantities are therefore functions of x only. Assuming that the gas phase has zero density and
viscosity, that fluctuations in the viscous term can be neglected, and that the bubbles remain spherical, the
equations for the gas volume fraction αg, and the average vertical velocity of the liquid, < v >l, are easily
derived by averaging over the y and z coordinates. The result is:
∂αg
∂t
+
∂Fg
∂x
= 0
for the gas volume fraction, and
∂
∂t
αl < v >l +
∂
∂x
αl < v >l < v >l
= −
1
ρl
dpo
dy
− gy +νl
∂
∂x
αl
∂ < v >l
∂x
#
$
%
&
'
(−
∂
∂x
αl < )v )u >l
for the average vertical velocity of the liquid. Here the horizontal gas flux is Fg = αg < u >g, where < u >g
is the average horizontal velocity of the gas, αl is the liquid volume fraction, and < u′v′ >l is the
“streaming” stresses. Since αg + αl = 1 the first equation also gives αl. In addition, αg < u >g +αl < u >l= 0,
so the nonlinear term in the second equation can be written as: αl <u>l<v>l=−αg <u>g<v>l=−Fg <v>l. For
these simulations we have no walls so the pressure gradient is set to ρavggy to match the weight of the
mixture. The unknown closure terms in the equations for the average flow are the gas flux and the
streaming stresses. These are assumed to depend on the void fraction, the gradient of the void fraction and
the gradient of the average liquid velocity, or:
Fg = f αg,
∂αg
∂x
,
∂ < v >l
∂x
"
#
$
%
&
'; < (u (v >= g αg,
∂αg
∂x
,
∂ < v >l
∂x
"
#
$
%
&
'
All the quantities in these relations are obtained by averaging the DNS data, forming a large database
used to train the NN to find the relationship. The closure laws are then applied to other flows where the
initial velocity and void fraction are different, but for which we also have DNS results to compare with.
Overall, the average equations with the neural network closure reproduce the main aspects of the DNS
results, including the generally rapid change initially as well as the level of unsteadiness remaining after
the initial adjustment. For more details, see [15].
Neural networks are, of course, not the only statistical learning technique that we could have used and we
have experimented with linear regressions, where we postulate a functional form for the relationship with
coefficients that are determined from the data. Our current belief is that the neural networks are more
general and require less user input. We also note that there are several versions of neural networks and
related approaches and we have made no effort to find the best one. The biggest drawback of the neural
network approach is that there is little physics in the fitting. This is, presumably, both strength and a
weakness: One the one hand we do not need to know much about the physics to obtain the closures, but
on the other hand, knowledge of the physics is of little help, at least for the approach that we have been
exploring.
It is important to emphasize that the system we have examined so far are very simple one. First of all it is
homogeneous in two directions so the averaged equations depend on only one spatial coordinate.
Secondly, it is periodic in all directions and there are no walls; and thirdly, no average descriptions of
unresolved quantities appear to be necessary (which might be governed by their own evolution equations
(1)
(2)
(3)
6. Figure 1. Bubbles and vortices visualized by the iso-surface of λ2=-2, at time 34. Here red indicates a
positive streamwise component and blue a negative one. Light blue, green and yellow are
horizontal vortices.
7. Figure 2. Close up of the vortical structures at time=64. On the left we show vorticity next to the left wall
(using λ2=-2) and on the right we show vorticity in the interior of the domain (using λ2=-4).
with unknown closure terms). Furthermore the gas flux appears to a function of the local state only and no
evolution equation for the bubble velocity needs to be solved. Most multiphase flows are considerably
more complex than this, but we believe that there is nothing that intrinsically limits using statistical
learning for the closure terms to simple systems only. We are currently exploring applications of this
strategy to more complex flows, including those involving walls and bubbles of different sizes.
IV. LARGE SYSTEMS
While our initial efforts to study transient bubbly flows in vertical channels have focused on relatively
small systems with bubbles of only one size, there is a clear need to examine more complex systems. We
are currently conduction one such run, using 2048 processors on the Titan supercomputer at ORNL. The
domain size is 2π × 4 × π in the streamwise, wall-normal and spanwise direction, respectively, resolved
by 1024 × 768 × 512 grid points. The physical parameters are selected such that the Morton number is
equal to 5.75 × 10-10
and the void fraction is 0.0304. The bubbles come in four sizes with Eötvös number
(Eo) ranging from 0.5 to 3.8. The majority of the bubbles are small and we expect the smallest two sets of
bubbles to accumulate at the wall, since our earlier results suggest that the transition between bubbles
pushed to the wall and those that are not is around Eo=2.5. The numbers of bubbles for each group were
selected so that there are enough small bubbles that can be pushed to the wall to put the core in
hydrostatic equilibrium. The properties of the fluid and the bubbles are the same as in our earlier
simulations, but the domain size is eight times larger, giving a friction Reynolds number of Re+ = 500.
The bubbles are initially distributed nearly uniformly across the domain but as they start to rise, the
smaller bubbles start to migrate toward the walls and form a dense wall-layer. For channels with spherical
bubbles, where the lift force pushes the bubbles toward the wall and a bubbly wall-layer is formed, it can
be shown that the steady state consists of a wall-layer and a homogeneous core region where the number
of bubbles is such that the weight of the mixture balances the imposed pressure gradient. Thus, if the
overall void fraction is given, the void fraction in both the core and the wall-layer can be found. To
understand the vortical structure, we show the bubbles and the vorticity in figure 1, visualized by the λ2
8. Figure 3. The mean streamwise liquid velocity across the channel at different times.
Figure 4. The Reynolds stresses (normalized by (u+)2
, where u+ is the friction velocity) across the
channel at different times.
Figure 5. The void fraction at three different times, along with the predictions of a simple model for the
void fraction at steady state.
9. method introduced by [16], but coloring the vortical structures according to their orientation. Thus, both
red and blue vortical structures are aligned with the flow, but red have a positive rotation while the blue
ones have a negative rotation. The intermediate colors (light blue, green and yellow) indicate vortical
structures that are not aligned with the flow. As expected, the majority of the vortical structures aligned
with the flow come in pairs, such that a blue structure is found next to a red one. We have examined the
vorticity for several times, including varying the iso-contour value for λ2, and in figure 2 we show a close
up of the vorticity for two regions of the flow at time 64. On the left we show the vorticity next to the left
wall (using λ2=-2) and on the right we look at the vorticity in the interior, now using λ2=-4, so the
vorticity appears more concentrated and low levels of vorticity are not visible. The figure shows that the
longitudinal vortices, that one expects in a turbulent boundary layer, appear to survive the addition of the
bubbles to the wall-layer, at least at the time plotted here, and that vorticity shed by the large bubbles is
responsible for the majority of the vorticity in the interior of the channel. Vortices that are mostly
horizontal do, for the most part, encircle bubbles.
In figures 3-5 we show a few quantities averaged over planes parallel to the walls, versus the horizontal
coordinate at three times (4, 34, and 64, all in computational units). The average streamwise velocity is
plotted in figure 3 and it is clear here that the average velocity has not changed much, so far. This is
expected since the small bubbles must first move to the wall to form a layer before the presence of the
layer starts to influence the velocity. As the flow evolves further, however, we expect the presence of the
bubbles at the wall to reduce the flow rate. Experience with bubbles in turbulent upflow at smaller
Reynolds numbers and in smaller laminar systems suggest that this will take significant time. The modest
modification of the flow due to the presence of the bubbles at the early times is also seen in figure 4,
where the turbulent shear, <u’v’>, is plotted versus the horizontal coordinate. At steady state, <u’v’>
should go to zero in the middle of the channel, if the evolution is the same as we have seen for smaller
systems. The average profile has not changed much at time 34, and shows the linear shape expected for a
single-phase flow, but at time 64 it has leveled off slightly, indicating that flow is starting to change.
Figure 5 shows that while the average velocity has not changed much, the void fraction has. The black
dashed line is the predictions of the simple model for the void fraction at steady state originally presented
in our earlier work. Initially, the bubbles are relatively uniformly distributed but as they start to move
upward the small bubbles start to migrate toward the wall. This leads to an increase in the void fraction
there and at the latest time the distribution has almost reached the steady state value.
Similar plots of other averaged quantities show, for example, that the vorticity in the center of the channel
increases slightly, as the bubbles start to move and generate vorticity, and that the structure of the vorticity
near the wall starts to change. At the earliest time we see the vorticity distribution we expect for a single
phase flow: a peak close to the wall corresponding to hairpin vorticies and then a maximum right at the
wall corresponding to the wall-bound vorticity needed to bring the velocity to zero. When the bubbles
move toward the wall this changes and we see a significant increase in the vorticty near the wall. Plots of
the turbulent kinetic energy show a slight increase as the bubbles start to modify the flow, both near the
walls as well as in the middle of the channel, and dissipation rate increases both near the walls and in the
middle of the channel.
As the void fraction distribution in figure 5 shows most clearly, the flow is evolving and given the steady
state results for smaller systems and lower Reynolds numbers we expect its structure to continue to
change. Indeed, plots of the flow rate of the liquid and the wall-shear stress versus time show that the
system is far away from the steady state where the wall-shear balances the weight of the mixture plus the
pressure gradient. The initial conditions are set up such that wall-shear balanced the weight and the
pressure gradient, but as the bubbles move to the wall, they increase the wall-shear and the flow must
therefore decelerate, as is seen in the liquid flow rate. Eventually the shear rate will start to decrease again
and asymptotically approach the steady state value. We note, however, that some aspects, such as the
average velocity, have not changed much for the time examined here. This suggest that care must be
10. Figure 6. The original flow field and the flow field after applying a box filter that is slightly larger than
the diameter of the smallest bubbles. λ2=-2 on the left and λ2=-1 on the right.
exercised when interpreting short time results for turbulent bubbly flows since the results may appear to
be at steady state whereas they actually are still evolving but on a relatively long timescale. Furthermore,
the results suggest that it is important to follow the evolution for a longer time to capture fully the
modification that the bubbles have on the flow.
So far, we have focused on the average properties of the flow and how they evolve. Increasingly,
however, as computer power increases, there is an interest in modeling multiphase flows using large eddy
simulations or LES, or similar approaches where only the large-scale motion is resolved. The standard
approach to LES is to filter the Navier-Stokes equations to derive equations for the large scale and we
have started to use the results described above to explore the structure of the filtered fields. For other
work on filtering of the Navier-Stokes equations for multiphase flows, see references [17-23].
A simple box filter is defined by:
and applying it to both the velocity field and the interface results in
and ,
where the bar denotes the filtered quantity. Notice that here we apply the filter separately to the
velocity field and the interface. We could, of course, also have applied the filter to the indicator function
(as in [17]) but then bubbles smaller than the filter size disappear, instead of collapsing to a point particle,
as happens in the present approach.
Applying the filtering to the flow field and the interface results in smoother flow. In figure 6 we show a
small part of the domain at time 34, before we apply the filter (left frame) and after we apply the filter
(right frame). The filter size is slightly larger than the smallest bubbles so those collapse to point particles
(for plotting purpose we give them a finite size), the larger bubbles become rounder and the maximum
vorticity is reduced. As noted in the figure caption, we use a different value for the iso-contours of λ2 in
the different frames to allow us to better see the vortical structures.
GΔ (x) =
1if x < Δ
0 if x > Δ
"
#
$
%$
u(x) = GΔ (∫ x − x')u(x')dx X(s) = GΔ (∫ X(s)− X(s'))X(s')ds'
(4)
(5)
11. Figure 7. The transition from bubbly flow to slug flow in a vertical channel, for relatively high void
fraction. Time goes from left to right.
V. FLOWS WITH TOPOLOGY CHANGES
Although much of our work on DNS of multiphase flows has focused on bubbly flows in many cases,
particularly if the void fraction is high, the interface topology is much more complex and the interfaces
undergo continuous coalescence and breakup. Modeling such flows is still very primitive and we expect
DNS to be able to cast considerable light on the various processes governing such flows. Topology
changes in multiphase flows take place through two primary mechanisms: films that rupture and threads
that break. DNS must be able to accurately handle both. For methods that track the indicator function
identifying the different fluids, or phases, directly on an Eularian grid (such as VOF or Level Set
methods), topology change takes place when the resolution of a film or a thread is sufficiently low,
whereas methods that use connected marker points to track the interface will generally not allow a change
in topology. Both methods can be modified to either allow or prevent topology changes, but at the cost of
additional coding and possibly increased runtime. Of the two types of topology changes, thin threads that
break are by far the easier to deal with. The Navier-Stokes equations predict that the diameter of threads
becomes zero in a finite time and no additional physical modeling needs to be included. Furthermore, the
breakup is fast, so while there may be a moment just before the thread breaks when it is not well resolved,
this is often such a short time that it does not have a significant effect on the overall dynamics of the flow.
Both types of methods generally handle thread breakup easily, with marker point methods leaving an inert
string of particles behind. The rupture of thin films is a much more complex matter. The thickness of a
draining film, simulated using the standard Navier-Stokes equations, does usually not become zero in a
finite time and it is only because of the presence of short range attractive forces that it eventually becomes
unstable and holes are formed. The initial hole is then usually enlarged by either the formation of other
holes that merge with the first one or the enlargement of the original hole by rim breakup that includes the
formation of drops with threads that snap, but often on such a small scale that it is difficult to resolve
them fully in simulations focusing on a larger region of the flow. The rupture of films in simulations
12. Figure 8. The average velocity of the mixture versus time for three runs with different surface tension
(top) and the projection of the surface area in the streamwise direction (bottom), versus time.
using numerical methods that track the indicator function directly is an artifact of the finite resolution and
in some cases it is found that refining the grid postpones the rupture and prevents the solution from
converging to a grid independent form. While in many cases such methods produce methods that look
“physical,” it is not well understood when the rupture is adequately controlled artificially by the
resolution and when more complete rupture models must be included. When the interface is tracked by
connected marker points it is necessary to add a strategy to rupture the interfaces when they are close
enough but this results in a complete control of when, or under what circumstances, rupture takes place,
thus allowing us to examine how sensitive the overall evolution of the flow is to how the rupture takes
place, even if a complete rupture model is not included.
We have started to explore the dynamics of flows undergoing topology changes by doing a few
simulations of the transition from bubbly flows to slug flow—so far working only with laminar flows.
This transition takes place mostly through the rupture of thin films, as the bubbles coalesce, although
bubble breakup and the breaking of thin threads is also seen. Our topology change algorithm seems to
work well for both mechanisms, but we note that although it was developed several years ago, is has not
been published yet.
13. Figure 7 shows results from one simulation of the coalescence of several bubbles in a channel into a large
slug. The simulation is done using a grid with 320 by 80 by 80 grid points and thin films are ruptured if
they become thinner than one grid spacing, thus making the results similar to what we would expect from
a VOF or Level Set computation. The first frame shows the bubbles, as placed in an initially parabolic
flow, and subsequent frames show the bubbles gradually becoming larger and fewer, until in the last
frame we see one large slug and one small bubble. In this case the void fraction is 21% and the initial
number of bubbles is sixty. The surface tension is selected such that the initial Eötvös number is 0.45.
We have explored the evolution for several different surface tension coefficients and in figure 8 we show
the time evolution for three simulations with different surface tension. In the top frame the average
velocity of the mixture is plotted versus time for the three runs and it is not surprising that the velocity is
highest for the lowest surface tension case, where the bubbles are most compliant. In the bottom frame we
show the projection of the surface area in the streamwise direction. As the bubbles coalesce, their total
surface area decreases rapidly and approaches twice the cross sectional area of the channel, as we would
expect for a bubble that almost fills the channel. Notice that the high surface tension bubbles coalesce
most rapidly and that the simulations were terminated once all the bubbles had coalesced into one.
VI. CONCLUSIONS
In addition to providing fundamental insight into the flow evolution, DNS results provide data for the
unresolved closure terms in equations for the average model. We have recently started to mine the data,
using various techniques such as regression and neural networks. For the average equations for simple
flows the results are promising. We are also examining the use of a similar approach for LES-like
simulations of more complex flows, including for a large number of bubbles of several different sizes in
turbulent upflow. As the void fraction increases the assumption of bubbly flows becomes unrealistic and it
is necessary to account for topological changes through coalescence and breakup and flow regime
transitions. We have started to examine the transition of high void fraction bubbly flows to slug flow, and
since we use a front tracking method where the exact coalescence criteria can be changed, the details of
the coalescence can be examined.
ACKNOWLEDGMENTS
This work is supported by the Consortium for Advanced Simulations of Light Water Reactors (CASL)
and National Science Foundation Grant CBET-1335913. This research used resources of the Oak Ridge
Leadership Computing Facility at the Oak Ridge National Laboratory, which is supported by the Office of
Science of the U.S. Department of Energy under Contract No. DE-AC05-00OR22725.
REFERENCES
1 A. Prosperetti and G. Tryggvason. Computational Methods for Multiphase Flow. Cambridge
University Press, 2007.
2 S. O. Unverdi and G. Tryggvason, “A front-tracking method for viscous, incompressible,
multi-fluid flows”, J. Comput. Phys. 100, 1992, 25–37.
3 A. Esmaeeli and G. Tryggvason, “Direct Numerical Simulations of Bubbly Flows. Part I—
Low Reynolds Number Arrays.” J. Fluid Mech. 377 (1998), 313-345.
4 G. Tryggvason, B. Bunner, A. Esmaeeli, D. Juric, N. Al-Rawahi, W. Tauber, J. Han, S. Nas,
and Y.-J. Jan, “A Front Tracking Method for the Computations of Multiphase Flow.” J.
Comput. Phys. 169, 2001, 708–759.
5 G. Tryggvason, R. Scardovelli, and S. Zaleski, “Direct Numerical Simulations of Gas-Liquid
Multiphase Flows”, Cambridge University Press, 2011.
14. 6 S. Biswas, A. Esmaeeli, and G. Tryggvason, “Comparison of results from DNS of bubbly
flows with a two-fluid model for two-dimensional laminar flows.” Int’l J. Multiphase Flows,
vol. 31, pp. 1036-1048, 2005.
7 S.P. Antal, R.T. Lahey and J.E., Flaherty, “Analysis of phase distribution in fully developed
laminar bubbly two- phase flow.” Int. J. Multiphase Flow, vol. 17, pp. 635–652, 1991.
8 J. Lu, S. Biswas, and G. Tryggvason, “A DNS study of laminar bubbly flows in a vertical
channel,” Int’l J. Multiphase Flow 32, 2006, 643-660.
9 A.C. Rust and M. Manga. The effects of bubble deformation on the viscosity of suspensions,
Journal of non-Newtonian Fluid Mechanics, vol. 104 (2002), 53-63.
10 B. Figueroa-Espinoza and R. Zenit. Clustering in high Re monodispersed bubbly flows. Phys.
Fluids 17 (2005), 091701.
11 A. Tomiyama, H. Tamai, I. Zun, and S. Hosokawa. Transverse migration of single bubbles in
simple shear flows. Chem. Eng. Sci. 57 (2002), 1849–1858.
12 A. Kariyasaki, “Behavior of a single gas bubble in a liquid flow with a linear velocity
profile.” Proceedings of the 1987 ASME-JSME Thermal Engineering Joint Conference,
edited by P.J. Marto and I. Tanasawa (ASME, New York, 1987), Vol. 5, p. 261.
13 E.A. Ervin and G. Tryggvason. The rise of bubbles in a vertical shear flow. ASME J. Fluid
Engineering 119 (1997), 443-449.
14 K. Sankaranarayanan, X. Shan, I. G. Kevrekidis, and S. Sundaresan. Analysis of drag and
virtual mass forces in bubbly suspensions using an implicit formulation of the lattice
Boltzmann method. J. Fluid Mech. 452 (2002), 61-96.
15 M. Ma, J. Lu, and G. Tryggvason. Using Statistical Learning to Close Two-Fluid Multiphase
Flow Equations for a Simple Bubbly System. Physics of Fluids, 27 (2015) 092101..
16 J. Jeong and F. Hussain. On the Identification of a Vortex. J. Fluid Mechanics, 285 (1995)
69–94.
17 E. Labourasse, D. Lacanette, A. Toutant, P. Lubin, S. Vincent, O. Lebaigue, J.-P.
Caltagirone, P. Sagaut. Towards large eddy simulation of isothermal two-phase flows:
Governing equations and a priori tests. International Journal of Multiphase Flow 33 (2007) 1-
39
18 A. Toutant, E. Labourasse, O. Lebaigue, and O. Simonin. DNS of the interaction between a
deformable buoyant bubble and spatially decaying turbulence: a priori tests for LES two-
phase flow modelling. Comp. Fluids 37 (7), 2008, 877-886.
19 S. Vincent, J. Larocque, D. Lacanette, A. Toutant, S. Lubin, and P. Sagaut. Numerical
simulations of phase separation and a priori two-phase LES filtering. Comput. Fluids 37 (7),
2008, 898-906.
20 A. Toutant, M. Chandesris, D. Jamet, and O. Lebaigue. Jump conditions for filtered quantities
at an under-resolved interface. Part 1: Theoretical developments. Int. J. Multiphase Flow 35
(12), 2009, 1100-1118.
21 A. Toutant, M. Chandesris, D. Jamet, and O. Lebaigue. b. Jump conditions for filtered
quantities at an under-resolved interface. Part 2: A priori tests. Int. J. Multiphase Flow 35
(12), 2009, 1119-1129.
22 P. Trontin, S. Vincent, J. Estivalezes, and J. Caltagirone. Direct numerical simulation of a
freely decaying turbulent interfacial flow. International. Journal of Multiphase Flow 36 (11—
12), (2010), 891-907.
23 D. Jamet, O. Lebaigue, C. Morel, B. Arcen. Towards a multi-scale approach of two-phase
flow modeling in the context of DNB modeling. Nuclear Engineering and Design 240 (2010)
2131-2138.