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.
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.
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-,
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.
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 discusses open channel flow. It begins by defining open channel flow as flow where the surface is open to the atmosphere, with only atmospheric pressure at the surface. It then classifies open channel flows as being either artificial or natural channels. It further classifies flows as being steady or unsteady, uniform or non-uniform, laminar or turbulent, subcritical, critical, or supercritical. The document also discusses gradually varied and rapidly varied flow, and defines geometric properties of open channels such as depth, width, perimeter, and hydraulic radius. It concludes by discussing the most economical channel sections.
The document summarizes open channel flow. It defines open channel flow as flow where the surface is open to the atmosphere. It then classifies open channel flows as:
1) Steady or unsteady based on if flow properties change over time or not.
2) Uniform or non-uniform based on if flow depth changes along the channel or not.
3) It also discusses types of flow based on viscosity, inertia and gravity forces. Pressure distribution in open channels is also summarized for different channel geometries and flow conditions.
Flow of viscous fluid through circular pipevaibhav tailor
The document summarizes flow of viscous fluid through a circular pipe. It describes that flow can be laminar, transitional, or turbulent depending on the Reynolds number. It presents the Hagen-Poiseuille law which describes laminar flow in a circular pipe. The law states that velocity distribution varies with the square of the radial distance from the center, and that maximum velocity is twice the average velocity. It also provides the equation for pressure drop along the length of the pipe based on flow properties and pipe dimensions.
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 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.
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-,
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.
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 discusses open channel flow. It begins by defining open channel flow as flow where the surface is open to the atmosphere, with only atmospheric pressure at the surface. It then classifies open channel flows as being either artificial or natural channels. It further classifies flows as being steady or unsteady, uniform or non-uniform, laminar or turbulent, subcritical, critical, or supercritical. The document also discusses gradually varied and rapidly varied flow, and defines geometric properties of open channels such as depth, width, perimeter, and hydraulic radius. It concludes by discussing the most economical channel sections.
The document summarizes open channel flow. It defines open channel flow as flow where the surface is open to the atmosphere. It then classifies open channel flows as:
1) Steady or unsteady based on if flow properties change over time or not.
2) Uniform or non-uniform based on if flow depth changes along the channel or not.
3) It also discusses types of flow based on viscosity, inertia and gravity forces. Pressure distribution in open channels is also summarized for different channel geometries and flow conditions.
Flow of viscous fluid through circular pipevaibhav tailor
The document summarizes flow of viscous fluid through a circular pipe. It describes that flow can be laminar, transitional, or turbulent depending on the Reynolds number. It presents the Hagen-Poiseuille law which describes laminar flow in a circular pipe. The law states that velocity distribution varies with the square of the radial distance from the center, and that maximum velocity is twice the average velocity. It also provides the equation for pressure drop along the length of the pipe based on flow properties and pipe dimensions.
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.
- Open channel flow occurs in natural settings like rivers and streams as well as human-made channels. It is characterized by a free surface boundary.
- Flow can be uniform, gradually varied, or rapidly varied depending on changes in depth and velocity over distance. Uniform flow maintains constant depth and velocity.
- Important parameters include the Froude number, specific energy, and wave speed. Hydraulic jumps and critical flow occur when the Froude number is 1.
- Flow is controlled using underflow gates, overflow gates, and weirs. Measurement relies on critical flow assumptions at weirs.
The document discusses Darcy's law, which describes groundwater flow through porous media. It establishes that flow rate is proportional to hydraulic conductivity and hydraulic gradient. Darcy's law allows estimating flow velocity and travel time. The document also covers applications of Darcy's law, including describing saturated groundwater flow using partial differential equations and modeling steady state radial flow to a well.
Pipe flow involves fluid completely filling a pipe, while open channel flow has a free surface. In pipe flow, pressure varies along the pipe but remains constant at the free surface in open channels. The main driving force is gravity in open channels and pressure gradient in pipes. Flow properties like cross-sectional area and velocity profile differ between the two flow types.
1) The document discusses various equations and concepts in hydraulics including the continuity equation, Bernoulli's equation, conservation of momentum, uniform flow in open channels, and Manning's formula.
2) The continuity equation states that the mass of fluid passing per unit time through an area is equal to the product of the flow velocity and cross-sectional area.
3) Bernoulli's equation relates the total energy of flowing water through different cross-sections in terms of pressure, elevation, and velocity.
This document discusses open channel flow, including:
1) Key parameters like hydraulic radius, channel roughness, and types of flow profiles.
2) Empirical equations for open channel flow including Chezy and Manning's equations.
3) Concepts of critical flow including critical depth, specific energy, and the importance of the Froude number.
4) Measurement techniques for discharge like weirs and sluice gates.
5) Gradually and rapidly varied flow, water surface profiles, and hydraulic jumps.
Fluid Mechanics-Shear stress ,Shear stress distribution,Velocity profile,Flow Of Viscous Fluid Through The circular pipe ,Velocity profile for turbulent flow Boundary layer buildup in pipe,Velocity Distributions
The document discusses turbulent flow in pipes. It defines turbulent flow and laminar flow, and explains that the shear stress in turbulent flow is defined using eddy viscosity, which depends on the turbulence of the flow. The total shear stress in turbulent flow is the sum of the laminar shear stress and turbulent shear stress. It also discusses the viscous sublayer that exists near the wall in turbulent flow, where viscosity effects are dominant over turbulent effects. The velocity profile in fully developed turbulent pipe flow can be described by the Prandtl universal velocity distribution equation.
The document provides an overview of the key concepts and principles covered in a Drainage Engineering syllabus. It discusses Darcy's law and the fundamental equations governing groundwater flow. It also addresses topics like waterlogging, salinity, drainage system design, land reclamation, canal lining, and cross drainage structures. Major drainage projects in Pakistan are also introduced. Recommended textbooks on drainage and irrigation engineering are listed.
A STUDY ON VISCOUS FLOW (With A Special Focus On Boundary Layer And Its Effects)Rajibul Alam
This document summarizes a study on viscous flow with a focus on boundary layers and their effects. It defines viscosity and describes the boundary layer that forms along a solid surface moving through a fluid. Laminar and turbulent boundary layers are differentiated. The boundary layer equations are presented and used to derive the Navier-Stokes equations that govern viscous fluid flow. Key properties of boundary layers like thickness and velocity profiles are discussed. The interaction of boundary layers and shockwaves is also summarized.
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.
Darcy's law describes groundwater flow and states that the discharge of water through a porous medium is proportional to the hydraulic gradient. Specifically, discharge is equal to the hydraulic conductivity multiplied by the cross-sectional area available for flow multiplied by the hydraulic gradient. Darcy found that discharge is directly proportional to cross-sectional area and hydraulic gradient, and inversely proportional to flow path length. His experiments established the foundation for analyzing groundwater flow and led to the concept of hydraulic conductivity.
This document discusses sediment transport in channels. It summarizes that the cross-section and slope of a stable channel are controlled by discharge, sediment grain size/shape/density, and sediment load. It also classifies sediment as suspended load carried by the flow or bed load moving along the bed. Methods for calculating sediment discharge, suspended load distribution, bed load transport, and design of an irrigation channel carrying sediment load are presented.
This document discusses flow nets, which are used to analyze seepage problems in soil mechanics. It covers:
1. Common boundary conditions like impermeable boundaries which are modeled as flow lines and submerged boundaries which are equipotentials.
2. Procedures for drawing flow nets including satisfying boundary conditions and creating a square mesh.
3. Using flow nets to calculate quantities of interest like flow and pore water pressure by relating the number of flow tubes and equipotentials.
4. Examples of applying flow nets to problems like seepage under a dam or stranded vessel rescue.
The document discusses open channel flow and hydraulic machines. It covers key topics such as:
- The differences between open channel flow and pipe flow, as well as geometric parameters of channels.
- The continuity equation for steady and unsteady flow, critical depth, specific energy and force concepts, and their application to open channel phenomena.
- Flow through vertical and horizontal contractions in open channels.
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 discusses four types of boundaries encountered in steady-state groundwater flow through homogeneous soils:
1. Impervious boundaries, where flow cannot penetrate or leave the boundary.
2. Reservoir boundaries, where the pressure distribution is hydrostatic and equipotential lines define the boundary.
3. Surfaces of seepage, where seepage leaves the flow region and enters an unfilled zone, resulting in a linear relationship between pressure and elevation.
4. Lines of seepage (free surfaces or depression curves), which separate saturated and unsaturated zones and require constant pressure and elevation changes along the boundary.
The document discusses gradually varied flow in open channels. It defines gradually varied flow as flow where the depth changes gradually along the channel. It presents the assumptions and governing equations for gradually varied flow analysis. It also describes different types of water surface profiles that can occur, such as mild slope, steep slope, critical slope, and adverse slope profiles. The key methods for analyzing water surface profiles, including direct integration, graphical integration, and numerical integration are summarized.
This document provides an overview of gradually varied flow in open channels. It begins by defining gradually varied flow and giving examples. It then outlines the basic assumptions and presents the basic differential equation used to analyze water surface profiles. The document classifies channels into five categories and divides the flow space into three regions. It discusses the characteristics and asymptotic behaviors of 12 possible water surface profile types, including M1, M2 and M3 curves. An example problem is also provided to demonstrate determining the profile type based on given channel and flow parameters.
This document discusses uniform flow in open channels. It defines an open channel as a stream that is not completely enclosed by solid boundaries and has a free surface exposed to atmospheric pressure. The document describes different types of open channels, types of flow, and geometric properties of channels. It also presents the Chezy and Manning formulas for calculating velocity and discharge under conditions of uniform flow in open channels.
This document discusses fluid kinematics, which is the branch of fluid mechanics that deals with the geometry and motion of fluids without considering forces. It defines key concepts like acceleration fields, Lagrangian and Eulerian methods of describing motion, types of flow such as laminar vs turbulent and steady vs unsteady, streamlines vs pathlines vs streaklines, circulation and vorticity, and analytical tools like the stream function and velocity potential function. Flow nets are introduced as a way to graphically study two-dimensional irrotational flows using a grid of intersecting streamlines and equipotential lines.
This document summarizes key concepts related to fluid flow phenomena, including:
1) It defines fluids and describes their behavior under applied forces, discussing concepts like potential flow and boundary layers.
2) It outlines different fluid flow regimes for compressible and incompressible fluids, as well as rheological properties of Newtonian and non-Newtonian fluids.
3) It discusses velocity fields, boundary layer formation and properties, and provides an example of a one-dimensional fluid flow through a circular pipe where the velocity depends only on the radial distance from the centerline.
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
- Open channel flow occurs in natural settings like rivers and streams as well as human-made channels. It is characterized by a free surface boundary.
- Flow can be uniform, gradually varied, or rapidly varied depending on changes in depth and velocity over distance. Uniform flow maintains constant depth and velocity.
- Important parameters include the Froude number, specific energy, and wave speed. Hydraulic jumps and critical flow occur when the Froude number is 1.
- Flow is controlled using underflow gates, overflow gates, and weirs. Measurement relies on critical flow assumptions at weirs.
The document discusses Darcy's law, which describes groundwater flow through porous media. It establishes that flow rate is proportional to hydraulic conductivity and hydraulic gradient. Darcy's law allows estimating flow velocity and travel time. The document also covers applications of Darcy's law, including describing saturated groundwater flow using partial differential equations and modeling steady state radial flow to a well.
Pipe flow involves fluid completely filling a pipe, while open channel flow has a free surface. In pipe flow, pressure varies along the pipe but remains constant at the free surface in open channels. The main driving force is gravity in open channels and pressure gradient in pipes. Flow properties like cross-sectional area and velocity profile differ between the two flow types.
1) The document discusses various equations and concepts in hydraulics including the continuity equation, Bernoulli's equation, conservation of momentum, uniform flow in open channels, and Manning's formula.
2) The continuity equation states that the mass of fluid passing per unit time through an area is equal to the product of the flow velocity and cross-sectional area.
3) Bernoulli's equation relates the total energy of flowing water through different cross-sections in terms of pressure, elevation, and velocity.
This document discusses open channel flow, including:
1) Key parameters like hydraulic radius, channel roughness, and types of flow profiles.
2) Empirical equations for open channel flow including Chezy and Manning's equations.
3) Concepts of critical flow including critical depth, specific energy, and the importance of the Froude number.
4) Measurement techniques for discharge like weirs and sluice gates.
5) Gradually and rapidly varied flow, water surface profiles, and hydraulic jumps.
Fluid Mechanics-Shear stress ,Shear stress distribution,Velocity profile,Flow Of Viscous Fluid Through The circular pipe ,Velocity profile for turbulent flow Boundary layer buildup in pipe,Velocity Distributions
The document discusses turbulent flow in pipes. It defines turbulent flow and laminar flow, and explains that the shear stress in turbulent flow is defined using eddy viscosity, which depends on the turbulence of the flow. The total shear stress in turbulent flow is the sum of the laminar shear stress and turbulent shear stress. It also discusses the viscous sublayer that exists near the wall in turbulent flow, where viscosity effects are dominant over turbulent effects. The velocity profile in fully developed turbulent pipe flow can be described by the Prandtl universal velocity distribution equation.
The document provides an overview of the key concepts and principles covered in a Drainage Engineering syllabus. It discusses Darcy's law and the fundamental equations governing groundwater flow. It also addresses topics like waterlogging, salinity, drainage system design, land reclamation, canal lining, and cross drainage structures. Major drainage projects in Pakistan are also introduced. Recommended textbooks on drainage and irrigation engineering are listed.
A STUDY ON VISCOUS FLOW (With A Special Focus On Boundary Layer And Its Effects)Rajibul Alam
This document summarizes a study on viscous flow with a focus on boundary layers and their effects. It defines viscosity and describes the boundary layer that forms along a solid surface moving through a fluid. Laminar and turbulent boundary layers are differentiated. The boundary layer equations are presented and used to derive the Navier-Stokes equations that govern viscous fluid flow. Key properties of boundary layers like thickness and velocity profiles are discussed. The interaction of boundary layers and shockwaves is also summarized.
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.
Darcy's law describes groundwater flow and states that the discharge of water through a porous medium is proportional to the hydraulic gradient. Specifically, discharge is equal to the hydraulic conductivity multiplied by the cross-sectional area available for flow multiplied by the hydraulic gradient. Darcy found that discharge is directly proportional to cross-sectional area and hydraulic gradient, and inversely proportional to flow path length. His experiments established the foundation for analyzing groundwater flow and led to the concept of hydraulic conductivity.
This document discusses sediment transport in channels. It summarizes that the cross-section and slope of a stable channel are controlled by discharge, sediment grain size/shape/density, and sediment load. It also classifies sediment as suspended load carried by the flow or bed load moving along the bed. Methods for calculating sediment discharge, suspended load distribution, bed load transport, and design of an irrigation channel carrying sediment load are presented.
This document discusses flow nets, which are used to analyze seepage problems in soil mechanics. It covers:
1. Common boundary conditions like impermeable boundaries which are modeled as flow lines and submerged boundaries which are equipotentials.
2. Procedures for drawing flow nets including satisfying boundary conditions and creating a square mesh.
3. Using flow nets to calculate quantities of interest like flow and pore water pressure by relating the number of flow tubes and equipotentials.
4. Examples of applying flow nets to problems like seepage under a dam or stranded vessel rescue.
The document discusses open channel flow and hydraulic machines. It covers key topics such as:
- The differences between open channel flow and pipe flow, as well as geometric parameters of channels.
- The continuity equation for steady and unsteady flow, critical depth, specific energy and force concepts, and their application to open channel phenomena.
- Flow through vertical and horizontal contractions in open channels.
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 discusses four types of boundaries encountered in steady-state groundwater flow through homogeneous soils:
1. Impervious boundaries, where flow cannot penetrate or leave the boundary.
2. Reservoir boundaries, where the pressure distribution is hydrostatic and equipotential lines define the boundary.
3. Surfaces of seepage, where seepage leaves the flow region and enters an unfilled zone, resulting in a linear relationship between pressure and elevation.
4. Lines of seepage (free surfaces or depression curves), which separate saturated and unsaturated zones and require constant pressure and elevation changes along the boundary.
The document discusses gradually varied flow in open channels. It defines gradually varied flow as flow where the depth changes gradually along the channel. It presents the assumptions and governing equations for gradually varied flow analysis. It also describes different types of water surface profiles that can occur, such as mild slope, steep slope, critical slope, and adverse slope profiles. The key methods for analyzing water surface profiles, including direct integration, graphical integration, and numerical integration are summarized.
This document provides an overview of gradually varied flow in open channels. It begins by defining gradually varied flow and giving examples. It then outlines the basic assumptions and presents the basic differential equation used to analyze water surface profiles. The document classifies channels into five categories and divides the flow space into three regions. It discusses the characteristics and asymptotic behaviors of 12 possible water surface profile types, including M1, M2 and M3 curves. An example problem is also provided to demonstrate determining the profile type based on given channel and flow parameters.
This document discusses uniform flow in open channels. It defines an open channel as a stream that is not completely enclosed by solid boundaries and has a free surface exposed to atmospheric pressure. The document describes different types of open channels, types of flow, and geometric properties of channels. It also presents the Chezy and Manning formulas for calculating velocity and discharge under conditions of uniform flow in open channels.
This document discusses fluid kinematics, which is the branch of fluid mechanics that deals with the geometry and motion of fluids without considering forces. It defines key concepts like acceleration fields, Lagrangian and Eulerian methods of describing motion, types of flow such as laminar vs turbulent and steady vs unsteady, streamlines vs pathlines vs streaklines, circulation and vorticity, and analytical tools like the stream function and velocity potential function. Flow nets are introduced as a way to graphically study two-dimensional irrotational flows using a grid of intersecting streamlines and equipotential lines.
This document summarizes key concepts related to fluid flow phenomena, including:
1) It defines fluids and describes their behavior under applied forces, discussing concepts like potential flow and boundary layers.
2) It outlines different fluid flow regimes for compressible and incompressible fluids, as well as rheological properties of Newtonian and non-Newtonian fluids.
3) It discusses velocity fields, boundary layer formation and properties, and provides an example of a one-dimensional fluid flow through a circular pipe where the velocity depends only on the radial distance from the centerline.
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
Comparison of flow analysis of a sudden and gradual change of pipe diameter u...eSAT Journals
Abstract This paper describes an analytical approach to describe the areas where Pipes (used for flow of fluids) are mostly susceptible to damage and tries to visualize the flow behaviour in various geometric conditions of a pipe. Fluent software was used to plot the characteristics of the flow and gambit software was used to design the 2D model. Two phase Computational fluid dynamics calculations, using K-epsilon model were employed. This simulation gives the values of pressure and velocity contours at various sections of the pipe in which water as a media. A comparison was made with the sudden and gradual change of pipe diameter (i.e., expansion and contraction of the pipe). The numerical results were validated against experimental data from the literature and were found to be in good agreement. Index Terms: gambit, fluent software.
Bifurcation phonomena in viscoelastic flowsgerardoimanuel
This document summarizes a numerical study of viscoelastic fluid flow through a 1:4 planar sudden expansion. The study investigates both Newtonian and viscoelastic fluid flow using the FENE-MCR constitutive model. For Newtonian fluids, above a critical Reynolds number of around 36, the flow exhibits a stable asymmetric state downstream of the expansion. For viscoelastic fluids, elastic effects were found to stabilize the flow, allowing symmetric flow at higher Reynolds numbers. The study systematically varies parameters like the Reynolds number, Weissenberg number, and solvent viscosity ratio to analyze their effects on the flow field, vortex structures, and pressure and velocity profiles.
The Effect of Capilliary Number on Leading Edge Cavitation Cell Size, THESIS ...Dylan Henness
The document summarizes an experimental study that analyzed the effect of Capillary number on leading edge cavitation cell size for a NACA 16-029 hydrofoil profile. The experiment varied both cavitation number from 0.25 to 0.52 and Reynolds number from 3.5x106 to 7.0x106. High-speed imaging and still images were captured of the leading edge cavitation cells at different flow conditions to analyze cell size variations with changing Capillary number. The results will provide insights into global cavitation physics including cavity growth and collapse processes.
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.
Open channel confluences are where rivers and canals meet. They are complex with variable flow patterns that can cause flooding, scouring, and sediment accumulation. The document presents a conceptual model of a 90-degree asymmetrical confluence with rectangular channels to systematically study key parameters like discharge ratio. Laboratory experiments are conducted using measurement techniques like ADV and LSSPIV to analyze velocities and turbulence. Numerical modeling is also used to efficiently study parameters and provide additional data for validation. The overall aim is to improve understanding of confluence hydrodynamics to help address engineering issues.
This document discusses fluid flow, including laminar and turbulent flow, transition between the two, and the effects of turbulence. It also covers topics like pipe flow, the Reynolds number parameter, and pressure drops and head losses in pipes. Some key points made include:
- At moderate Reynolds numbers, smooth laminar flow becomes fluctuating turbulent flow due to transition.
- Turbulence enhances heat and mass transfer compared to laminar flow.
- Fully developed pipe flow can be modeled using logarithmic velocity profiles and relationships between friction factor and Reynolds number.
- Minor losses from fittings add to overall pressure drops beyond just major losses in straight pipe sections.
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.
CFD Simulation of Hydrodynamics & Mass Transfer in an Industrial Reverse Osmo...Hien Nguyen
This document summarizes a 3D CFD analysis of hydrodynamics and concentration polarization in an industrial reverse osmosis feed channel. The analysis compared a spacer-filled channel model to an open channel model. Results showed that spacers increase velocity magnitude and pressure drop but significantly reduce concentration polarization along the membrane by interrupting boundary layer formation. Ongoing work is focusing on varying feed velocities and validating the models with industrial data.
This document discusses fluid mechanics and its various branches and concepts. It begins by defining mechanics, statics, dynamics, and fluid mechanics. It then discusses specific types of fluid mechanics like hydrodynamics, hydraulics, gas dynamics, and aerodynamics. It also discusses classifications of fluid flow such as viscous vs inviscid flow, internal vs external flow, and compressible vs incompressible flow. Finally, it covers key concepts like laminar vs turbulent flow, steady vs unsteady flow, and dimensional flows.
DSD-INT 2019 Fine sediments - transport in suspension, storage and supply - F...Deltares
The transport of fine sediments in rivers is governed by complex interactions between sediment supply from basins, in-channel storage, and lateral storage in floodplains and off-channel areas. Experiments and modeling were used to investigate how sediment transport dynamics are influenced by the relative proportions of proximal in-channel sediments and distal incoming sediments, resulting in different types of hysteresis loops. Additional work examined how lateral embayments and their geometry affect hydrodynamics and sediment trapping, with higher trapping efficiencies found at intermediate discharges. Unsteady flows were shown to potentially re-mobilize sediments depending on embayment dimensions.
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.
Okay, let's solve this step-by-step:
* Given: Mass flow rate = 3 kg/s
* Inlet conditions: P1 = 1400 kPa, T1 = 200°C
* Exit conditions: P2 = 200 kPa
* Process is isentropic
* Properties of CO2 at given conditions: k = 1.3, R = 188 J/kg-K
* Using the continuity equation: ρ1A1V1 = ρ2A2V2
* Using the isentropic relations for ideal gases:
P1/P2 = (ρ2/ρ1)^k / (T2/T1)^(k-1)
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.
Flow of incompressible fluids through pipes MAULIKM1
This document discusses fluid flow in pipes. It begins by explaining that fluid flowing in pipes loses energy due to friction between fluid particles and the pipe wall. This friction is proportional to the velocity gradient according to Newton's law of viscosity.
The document then distinguishes between laminar and turbulent flow. Laminar flow is steady and layered, while turbulent flow is unsteady and random. The critical Reynolds number that distinguishes between the two flow types in pipes is also provided.
Finally, the document discusses pressure drop and head loss calculations for fully developed pipe flow. It introduces the Darcy friction factor and explains how dimensional analysis leads to the Moody chart for determining friction factors based on Reynolds number and pipe roughness.
1. The document discusses flow in ducts and pipes, including circular and non-circular cross-sections. It also covers topics like hydraulic diameter, average velocity, laminar and turbulent flow regimes.
2. Entrance effects are explained, including the development of boundary layers and velocity profiles. Equations are given for estimating the hydrodynamic entry length in laminar and turbulent flows.
3. The force balance on a control volume is used to derive equations for the velocity profile in fully developed laminar pipe flow.
4. Head loss and pressure drop correlations are presented, making use of the Darcy-Weisbach friction factor and Colebrook equation.
5. Turbulent flow near walls is analyzed
This document summarizes a study that used computational fluid dynamics (CFD) to analyze vortex induced vibration on an offshore structure through fluid-structure interaction (FSI) modeling. The study performed 2D and 3D CFD analyses to understand flow patterns and validate results. Preliminary one-way FSI analysis was then conducted by coupling structural and fluid solvers to observe the dynamic response of the structure to periodically varying vortex loads. The goal was to better understand vortex induced loads on offshore structures through numerical simulation.
This document provides an overview of flow nets and seepage analysis. It begins by defining the objectives of understanding basic principles of two-dimensional flows through soil media. It then discusses confined and unconfined flow problems and the objectives of analyzing them. The document introduces key concepts like Laplace's equation, Darcy's law, flow nets, and explains how to estimate seepage quantity using flow nets. It also discusses exit gradients, piping effects, and filter design to prevent failures from piping. The overall summary is that the document presents principles and methods for analyzing seepage problems in geotechnical engineering using flow nets and discusses their applications.
1. DNS of Multiphase Flows
Grétar Tryggvason,
Ming Ma & Jiacai Lu
University of Notre Dame
DNS Assisted Modeling of
Bubbly Flows in Vertical
Channels
2015 NETL Workshop on Multiphase Flow Science
Lakeview Resort, Morgantown, WV, August 12, 2015
Work supported by NSF & DOE (CASL & PSAAP II)
3. DNS of Multiphase Flows
DNS of large systems of disperse multiphase
systems (hundreds of bubbles, drops and particles
in turbulent flows) are rapidly becoming relatively
routine and have been used to explore the
elementary aspects of several systems.
While further studies of relatively simple systems,
as well as the development of more accurate,
robust, and efficient methods is important, current
progress provides new opportunities. Those
include:
• Using the current capabilities to greatly advance
modeling of multifluid and multiphase systems,
and
• Develop methods for much more complex flows
and explore new problems.
g
W
L
Direct Numerical
Simulations:
Fully resolved and
verified simulation of a
validated system of
equations that include
non-trivial length and
time scales
4. DNS of Multiphase Flows
The method has been used to
simulate many problems and
extensively tested and
validated
Tracked front to advect the
fluid interface and find surface
tension
Fixed grid used for the solution
of the Navier-Stokes equations
Front Tracking
Numerical Method
r
¶u
¶t
+ rÑ× uu = -Ñp+ f + Ñ× m Ñu + ÑT
u( )+ sFò knd x - xf( )da
Singular interface term
Ñ×u = 0
Dr
Dt
= 0;
Dm
Dt
= 0
5. DNS of Multiphase Flows
Upflow
Downflow
Spherical Bubbles in Vertical Channels
For nearly spherical bubbles in laminar
and weakly turbulent flows the flow
consists of a homogeneous core
where the mixture is in hydrostatic
equilibrium and a wall-layer.
For upflow the wall-layer is bubble rich
and the total flow rate depends
strongly on the deformability of the
bubbles.
For downflow the wall-layer has no
bubbles and the velocity profile is
easily found for both laminar and
turbulent flow. For downflow the exact
size of the bubbles plays only a minor
role, as long as they remain nearly
spherical.
For upflow deformable bubbles stay
away from walls, completely changing
the flow structure
7. DNS of Multiphase Flows
Flow Flow
Spherical Deformable
Turbulent Upflow: Effect of Deformability
M=1.54 ✕ 10-10
Eo=0.45
M=1.54 ✕ 10-7
Eo=4.5
The path of the bubbles (the vertical
coordinate versus time) and iso-
contours of the instantaneous
vertical velocity in a plane through
the middle of the channel for the
upflow of nearly spherical (left) and
much more deformable (right)
bubbles at one time when the flow is
approximately at steady state.
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.
L. Lu and G. Tryggvason. “Effect of Bubble
Deformability in Turbulent Bubbly Upflow in a
Vertical Channel.” Physics of Fluids. 20 040701
(2008).
J. Lu and G. Tryggvason. Dynamics of nearly
spherical bubbles in a turbulent channel upflow.
Journal of Fluid Mechanics 732 (2013), 166-189.
8. DNS of Multiphase Flows
512 x 384 x 256 grids, 192 cores)
Re+ = 250; void faction = 3%
Bubbles in Vertical Channels
Turbulent Upflow: Different bubble sizes
J. Lu & G. Tryggvason:
JFM 732 (2013), 166-189
9. DNS of Multiphase Flows
Closure Relations
by Statistical
Learning using
DNS Data
9
With
Ming Ma & Jiacai Lu
10. DNS of Multiphase Flows
Averaged vertical momentum of the liquid:
Horizontal flux of bubbles
Void fraction and phase averaged velocity
A simple description of the average flow is derived
by integrating the vertical momentum equation and
taking the density and viscosity of the gas is zero
Finding Closure Terms by Data Mining
Obviously:
g
W
L
11. DNS of Multiphase Flows
By averaging the DNS results over planes parallel to the walls, we construct
the Table above with quantities that are known and unknown in the averaged
equations. Using Neural Networks, we fit the data, resulting in:
Fg < ¢u ¢v > fs ag
¶ag
¶x
¶ < v >l
¶x
dw kt et a aij
“Closure” variables
needed for models
of the average flow
Resolved average
variables
Quantities
summarizing the state
of the unresolved flow
Fb
= f1
x( ); < u'v' >= f2
x( ); Fs
= f3
x( ); x = a,
¶a
¶x
,
¶< v >
¶x
,dw
æ
è
ç
ö
ø
÷
Not
include
yet
These relationships are used when solving the average
equations for the void fraction and the vertical liquid velocity
Data obtained by averaging the DNS results
Closure Terms by Statistical Learning
12. DNS of Multiphase Flows
The bubbles
are rapidly
pushed to the
walls by the lift force. The
flow then slowly slows down
and finally some of the bubbles are
pushed back into the middle to establish
an hydrostatic equilibrium in the bulk
Bubbles in Vertical Channels
To generate a data base that can be mined for closure
laws, we have done DNS of the transient evolution
of an initially parabolic laminar flow with a
uniform distribution of bubbles that
remain nearly spherical. The
domain is bounded by two
vertical walls and periodic
in the streamwise
and spanwise
direction
13. DNS of Multiphase Flows
Bubbles in Vertical Channels
Averaged
DNS results
and Model
predictions
using the
ANN closure
terms at
several
different
times
14. DNS of Multiphase Flows
Flows without walls:The predicted closure terms versus the DNS data for the training part of the data (top)
and the part retained for testing (bottom) for both the gas flux (left) and the streaming stresses (right). The
solid line is perfect agreement and the dashed line is best fit.
The convergence
of the fit for both
the gas flux and
the streaming
stresses
The
distributio
n of the
error in
the data
Finding Closure Terms by Data Mining
15. DNS of Multiphase Flows
The closure
relations
derived from
the upflow
cases
applied to
downflow
Finding Closure Terms by Data Mining
16. DNS of Multiphase Flows
More Complex
Gas-Liquid
Flows
16
With
Ming Ma & Jiacai Lu
17. DNS of Multiphase Flows
500 bubbles of different sizes in channel flow with
Re+=500 computed on a 1024 × 768 × 512 grid
using 2048 processors on the Titan
Turbulent Bubbly Channel Flow
19. DNS of Multiphase Flows
Flow Regime Transition
Time = 10.0
Time = 20.0
Time = 30.0
Time = 40.0
Time = 70.0
Latest results: Time = 100.0 Time=100.0 Time=80.0 Time=70.0 Time=62.5
Time = 10.0
Time = 20.0
Time = 20.0
Time = 40.0
Time = 70.0
Latest results: Time = 100.0 Time=100.0 Time=80.0 Time=70.0
Latest results: Time = 100.0 Time=100.0 Time=97.0 Time=80.0
Latest results: Time = 100.0 Time=100.0
A =
1
Vol
nnda
S
ò
Low We High We
High We
Low We
20. DNS of Multiphase FlowsThis channel is the same as the one used in the simulation of microbubble-driven drag reduction. The initial number of
bubble is 60, with an initial diameter of 0.4.
T=0.0 T=10.0 T=20.0
T=30.0 T=40.0 T=50.0
This channel is the same as the one used in the simulation of microbubble-driven drag reduction. The initial number of
bubble is 60, with an initial diameter of 0.4.
T=0.0 T=10.0 T=20.0
T=30.0 T=40.0 T=50.0
T=60.0 T=70.0 T=8.0
T=60.0 T=70.0 T=8.0
T=90.0 T=99.0
Flow Regime Transition
Does the evolution
depend on the details
of the coalescence?
21. DNS of Multiphase Flows
The effect of applying a top hat filter with a size
slightly larger than the diameter of the smallest
bubbles to both the velocity and the interface. Large
bubbles and vortical structures are smoothed and
small bubbles become point particles
“LES-like” filtering
tribution has
sipation rate
city squared
iddle of the
shows most
state results
we expect its
ticeable that
not changed
at care must
for turbulent
22. DNS of Multiphase Flows
Modeling Challenges and Opportunities:
The enormous of amount of data generated by DNS—and increasingly by
experiments—will allow reduced order models that involve large number of
variables and complex relationships between the resolve and unresolved
variables and are applicable to complex flows
Determining complex nonlinear relationships from massive data involving a
range of physical scales using modern statistical learning is becoming easier
Modeling challenges will therefore shift to the development of more
sophisticated and comprehensive models, the identification of the
appropriate variables, and the incorporation and propagation of physical and
model uncertainties
The inclusion of limiting cases, such as where the relationships are known,
or the scaling is understood, in fitting is currently difficult but is likely to
become increasingly important
Finding Closure Terms by Data Mining