This document describes an apparent slip enhanced magnetohydrodynamic (MHD) pump. MHD pumps use electromagnetic forces to pump liquids without moving parts, making them reliable for thermal management. However, efficiency is limited by friction losses. The document explores how creating apparent slip through micro-nano structured surfaces on pump walls could significantly reduce losses and enhance pumping rates. Initial analysis found apparent slip could more than double maximum flow rates for relatively short pumps. However, overall performance is dictated by losses from fringe magnetic fields, so slip effects only manifest in long pump sections.
This document describes how to develop a Microsoft Excel program to aid in sizing and selecting centrifugal pumps for process pumping needs. It outlines the basic model, applicable equations including Bernoulli's equation and Darcy's equation for pressure loss. It also discusses parameters like Reynolds number, friction factor, pipe roughness, and provides the Colebrook equation for calculating friction factor. The document recommends using Excel's Solver tool to iteratively solve the Colebrook equation by setting the friction factor as the target cell and constraints.
This document discusses the hydraulic design of the main diversion structure of a barrage. It covers sub-surface flow considerations like seepage pressure, exit gradient, and uplift forces. It also discusses surface flow conditions during floods when barrage gates are open. Analytical solutions and graphs are provided to calculate seepage pressures and exit gradient. Corrections are also described to account for factors like floor thickness, slope, and interference between sheet piles. Surface flow hydraulics involve operating barrage gates to pass floods while maintaining the pool water level.
This document discusses hydraulic losses that occur in pipes due to fluid viscosity. It introduces the Darcy-Weisbach equation and Moody chart for calculating friction factor based on Reynolds number and relative roughness. Minor losses from fittings are also addressed using loss coefficients. Examples are provided to demonstrate calculating head loss, pressure drop, flow rate, and pipe sizing for given system parameters. Key aspects covered include laminar and turbulent flow regimes, friction factor dependence on Reynolds number and roughness, and accounting for losses across full pipe systems.
This document summarizes a study on magnetohydrodynamic (MHD) flow in parallel pipes with parallel and counter flow patterns using computational fluid dynamics (CFD) analysis. The study models liquid metal flow through two parallel pipes with either parallel or counter flow, subjected to a magnetic field. For parallel flow, the velocity profile at the centerline shows higher velocities at the ends and lower velocity in the middle due to current flow patterns. For counter flow, the centerline velocity profile is inverted with higher velocity in the middle. Current density profiles also differ between the two flow patterns. The CFD analysis was performed using ANSYS Fluent software to analyze the effects of MHD on velocity profile, pressure, and current density for
The document discusses energy losses in pipeline systems. It covers topics such as velocity profiles in pipes, sources of energy loss including shock losses at enlargements and contractions, friction losses, and examples of calculating losses. Bernoulli's equation is applied to analyze pressure and velocity changes between points along pipelines. Key sources of loss are friction against pipe walls and shocks caused by changes in pipe diameter.
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.
Hydraulic Exponent for Critical flow computationZeeshanSoomro7
This document discusses the computation of critical flow for open channel flow. It defines hydraulic exponent as the parameter M in the relation Z2=CyM, where Z is the section factor and y is the flow depth. For a trapezoidal channel, the hydraulic exponent M is derived to be 3. An example problem is presented to demonstrate calculating the critical depth, area, and velocity of a trapezoidal channel carrying 400 cubic feet per second using both algebraic and graphical methods. Both methods result in a critical depth of approximately 2.15 feet.
Modification of the casagrandes equation of phreatic lineIAEME Publication
The document presents an experimental study to modify Casagrande's equation for determining the phreatic line in an earthen dam. A physical model of an earth-fill dam was constructed using sandy silt soil. Phreatic lines were traced for the model with and without a horizontal filter. The experimental results were compared to Casagrande's analytical solution. Regression modeling was then used to derive a new, more accurate equation to determine the phreatic line position based on the experimental data for dams with sandy silt soils. The modified equation was found to estimate the phreatic line location more precisely than Casagrande's original equation.
This document describes how to develop a Microsoft Excel program to aid in sizing and selecting centrifugal pumps for process pumping needs. It outlines the basic model, applicable equations including Bernoulli's equation and Darcy's equation for pressure loss. It also discusses parameters like Reynolds number, friction factor, pipe roughness, and provides the Colebrook equation for calculating friction factor. The document recommends using Excel's Solver tool to iteratively solve the Colebrook equation by setting the friction factor as the target cell and constraints.
This document discusses the hydraulic design of the main diversion structure of a barrage. It covers sub-surface flow considerations like seepage pressure, exit gradient, and uplift forces. It also discusses surface flow conditions during floods when barrage gates are open. Analytical solutions and graphs are provided to calculate seepage pressures and exit gradient. Corrections are also described to account for factors like floor thickness, slope, and interference between sheet piles. Surface flow hydraulics involve operating barrage gates to pass floods while maintaining the pool water level.
This document discusses hydraulic losses that occur in pipes due to fluid viscosity. It introduces the Darcy-Weisbach equation and Moody chart for calculating friction factor based on Reynolds number and relative roughness. Minor losses from fittings are also addressed using loss coefficients. Examples are provided to demonstrate calculating head loss, pressure drop, flow rate, and pipe sizing for given system parameters. Key aspects covered include laminar and turbulent flow regimes, friction factor dependence on Reynolds number and roughness, and accounting for losses across full pipe systems.
This document summarizes a study on magnetohydrodynamic (MHD) flow in parallel pipes with parallel and counter flow patterns using computational fluid dynamics (CFD) analysis. The study models liquid metal flow through two parallel pipes with either parallel or counter flow, subjected to a magnetic field. For parallel flow, the velocity profile at the centerline shows higher velocities at the ends and lower velocity in the middle due to current flow patterns. For counter flow, the centerline velocity profile is inverted with higher velocity in the middle. Current density profiles also differ between the two flow patterns. The CFD analysis was performed using ANSYS Fluent software to analyze the effects of MHD on velocity profile, pressure, and current density for
The document discusses energy losses in pipeline systems. It covers topics such as velocity profiles in pipes, sources of energy loss including shock losses at enlargements and contractions, friction losses, and examples of calculating losses. Bernoulli's equation is applied to analyze pressure and velocity changes between points along pipelines. Key sources of loss are friction against pipe walls and shocks caused by changes in pipe diameter.
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.
Hydraulic Exponent for Critical flow computationZeeshanSoomro7
This document discusses the computation of critical flow for open channel flow. It defines hydraulic exponent as the parameter M in the relation Z2=CyM, where Z is the section factor and y is the flow depth. For a trapezoidal channel, the hydraulic exponent M is derived to be 3. An example problem is presented to demonstrate calculating the critical depth, area, and velocity of a trapezoidal channel carrying 400 cubic feet per second using both algebraic and graphical methods. Both methods result in a critical depth of approximately 2.15 feet.
Modification of the casagrandes equation of phreatic lineIAEME Publication
The document presents an experimental study to modify Casagrande's equation for determining the phreatic line in an earthen dam. A physical model of an earth-fill dam was constructed using sandy silt soil. Phreatic lines were traced for the model with and without a horizontal filter. The experimental results were compared to Casagrande's analytical solution. Regression modeling was then used to derive a new, more accurate equation to determine the phreatic line position based on the experimental data for dams with sandy silt soils. The modified equation was found to estimate the phreatic line location more precisely than Casagrande's original equation.
The document discusses using computational fluid dynamics to model hydrodynamic forces on coastal highway bridges during hurricanes. It summarizes that:
1) Investigations found bridge failures were often due to uplift forces exceeding the capacity of bent cap connections, allowing superstructure elements to be displaced.
2) The study uses Navier-Stokes equations to simulate wave-bridge interactions and calculate hydrodynamic forces with reasonable accuracy.
3) Simulations show that air vents cored into bridge decks and diaphragms can effectively reduce hydrodynamic forces and mitigate damage, validating their potential as a retrofitting option.
International Journal of Mathematics and Statistics Invention (IJMSI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJMSI publishes research articles and reviews within the whole field Mathematics and Statistics, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Aerodynamic Analysis of Low Speed Turbulent Flow Over A Delta WingIJRES Journal
Delta wing has been a subject of intense research since decades due to decades due to inherent characteristics of generating increased nonlinear lift due to vortex dominated flows. Lot of work has been carried out in order to understand the vortex dominated flows on the delta wing. The delta wing is a wing platform in the form of a triangle. Aerodynamics of wings with moderate sweep angle is recognized by the aerospace community as a challenging problem. In spite of its potential application in military aircraft, the understanding of the aerodynamics of such wings is far from complete. In order to address this situation, the present work is initiated to compute the 3D turbulent flow field over sharp edged finite wings with a diamond shaped plan forms and moderate sweep angle. The detailed flow pattern and surface pressure distribution may further indicate the appropriate kind of flow control during flight operation of such wings. The flow field is computed using an in-house developed CFD code RANS3D.
Experimental conceptualisation of the Flow Net system construction inside the...Dr.Costas Sachpazis
ABSTRACT
By means of a drainage and seepage tank, an experimental flow net system inside the body of a homogeneous earth embankment dam model, formed from Leighton Buzzard Silica sand, was developed and studied in this experimental research paper.
Water flow through dams is one of the basic problems for geotechnical engineers. Seepage analysis in an important factor to be considered in the proper design of many civil engineering structures. Seepage can occur in both through the structure itself as the case of earth dams and under foundations of an engineering structure. Successful seepage analysis is achieved on the proper and accurate construction of a flow net.
Amongst the various existing methods of seepage analysis, the “Finite Element Method” and the method of “Experimental Flow Nets” are the most widely used ones.
Construction of a flow net is mainly used for solving water flow problems through porous media where the geometry makes sometimes analytical solutions impractical. This method is usually used in soil mechanics, geotechnical or civil engineering as an initial check for problems of water flow under hydraulic structures like embankments or dams. As such, a grid obtained by drawing a series of equipotential lines and stream or flow lines is called a flow net. In this procedure the Laplace equation principles must be satisfied.
Hence, the construction of a flow net is an important tool in analysing two-dimensional irrotational flow problems and provides an approximate solution to the flow problem by following simple rules, as initially set out by Forchheimer, 1900, and later refined by Casagrande,1937. It can also be very useful tool even for problems with complex geometries, as proven in this experimental research paper.
The objectives of this experimental research paper are:
• To determine the position and shape of the flow line representing the uppermost free water surface inside the body of a dam by using a drainage and seepage tank,
• To conceptualise the flow lines system and to demonstrate that each flow line starts perpendicular to the upstream slope of the dam and that that slope is a boundary equipotential line,
• To construct an experimental flow net and subsequently to verify and analyse it by the FEA method,
• To calculate the rate of seepage through the dam body, and
• To summarise the calculations and experimental findings in a concise and readable format.
In order to achieve these objectives, an experimental flow net system inside the body of a homogeneous earth embankment dam model was formulated by using a drainage and seepage tank.
From the constructed flow net in the present experimental research paper, an attempt has been made to analyze, determine and present the following parameters:
The pressure drop from one side of the embankment to the other,
The seepage flow rate in each flow “channel”,
The total seepage flow rate, and
The pore pressure ratio, ru, for the embankment.
H-infinity controller with graphical LMI region profile for liquid slosh supp...TELKOMNIKA JOURNAL
This paper presents a H-infinity synthesis with pole clustering based on LMI region schemes for
liquid slosh control. Using LMI approach, the regional pole placement known as LMI region combined with
design objective in H-infinity controller guarantee a fast input tracking capability and very minimal liquid
slosh. A graphical profile of the transient response of liquid slosh suppression system with respect to pole
placement is very useful in giving more flexibility to the researcher in choosing a specific LMI region. With
the purpose to confirm the design of control scheme, a liquid slosh model is considered to represent
the lateral slosh movement. Supremacy of the proposed approach is shown by comparing the results with
hybrid model-free fuzzy-PID controller with derivative filter. The performance of the control schemes is
examined in terms of time response specifications of lateral tank tracking capability and level of liquid
slosh reduction.
Convective heat transfer and pressure drop in v corrugatedMohamed Fadl
New energy system development and energy
conservation require high performance heat exchanger, so
the researchers are seeking to find new methods to enhance
heat transfer mechanism in heat exchangers. The objectives
of this study are investigating heat transfer performance
and flow development in V-corrugated channels, numerical
simulations were carried out for uniform wall heat flux
equal 290 W/m
2
using air as a working fluid, Reynolds
number varies from 500 to 2,000, phase shifts,
0 \ Ø \ 180, and channel heights (S = 12.5, 15.0, 17.5
and 20 mm). Governing equations of flow and energy were
solved numerically by using finite volume method. The
numerical results indicated that, wavy (V-corrugated)
channels have a significant impact on heat transfer
enhancement with increase in pressure drop though chan-
nel due to breaking and destabilizing in the thermal
boundary layer are occurred as fluid flowing through the
corrugated surfaces and the effect of corrugated phase shift
on the heat transfer and fluid flow is more significant in
narrow channel, the goodness factor (j/f) was increased
with increasing channel phase shift, the best performance
was noticed on phase shift, Ø = 180 and channel height,
S = 12.5 mm.
1) The document describes using SEEP/W software to model seepage through an earth dam in four scenarios: a homogeneous dam with downstream seepage, the same dam with a toe drain, and dams with a clay core where the core's hydraulic conductivity is reduced by factors of 10 and 100.
2) The first scenario models a homogeneous dam and shows a seepage face developing on the downstream slope. Adding a toe drain in the second scenario prevents a seepage face by directing all seepage into the drain.
3) Introducing a clay core with hydraulic conductivity 10 times lower than the shell materials in the third scenario causes most potential energy to dissipate in the core, as
Flow nets provide a graphical representation of solutions to the Laplace equation for two-dimensional seepage. A flow net consists of two orthogonal sets of curves: equipotential lines connecting points of equal total head, and flow lines indicating the direction of seepage. The space between adjacent flow lines is called a flow channel. If the fields of a flow net are square (have equal dimensions) it is called a square flow net, where the rate of flow is equal between each channel. The number of flow channels and equipotential line drops determine the total flow rate according to Darcy's law.
1. The chapter discusses key fluid properties including density, specific gravity, surface tension, vapor pressure, elasticity, and viscosity.
2. Density is defined as mass per unit volume and specific gravity is the ratio of the density of a liquid to the density of water.
3. Surface tension is caused by unbalanced cohesive forces at fluid surfaces which produce a downward force, while vapor pressure is the pressure produced by a fluid's vapor in an equilibrium state.
1) The document describes using the direct step method to determine water surface profiles for trapezoidal, rectangular, and triangular channels.
2) The direct step method is an iterative process that tests different water depths to classify a channel's flow type as subcritical, critical, or supercritical based on comparisons to the normal and critical depths.
3) Two examples are provided demonstrating the use of the direct step method to calculate normal depth, critical depth, and classify the water surface profile for different channel geometries.
This document discusses seepage pressure and flow through earthen dams. It explains that seepage pressure is the force per unit volume exerted by flowing water on the soil, acting along the flow line. It describes how flow nets can be used to determine seepage pressure at any point. The document also discusses the phreatic line (seepage line) and how its position within a dam is important for stability. It provides details on analyzing seepage flow through homogeneous earthen dams using confocal parabolas with a common focus.
This document discusses fluid flow in pipes under pressure. It presents equations to describe laminar and turbulent flow. For laminar flow, the Hagen-Poiseuille equation gives the relationship between pressure drop and flow rate. For turbulent flow, the velocity profile consists of a thin viscous sublayer near the wall and a fully turbulent center zone. Equations are derived to describe velocity profiles in both the sublayer and center zone based on viscosity and turbulence effects. Pipes are classified as smooth or rough depending on roughness size compared to the sublayer thickness.
This document analyzes the effect of diffuser length on the performance of an elbow draft tube with a dividing pier using computational fluid dynamics (CFD).
The numerical simulation was performed for three diffuser lengths (L/D1=5, 10, 15) and 13 whirl velocities from -3 to 3 m/s. Pressure and velocity contours at different sections show higher pressure and lower velocity at the outer side of the elbow and dividing pier. As diffuser length increases from L/D1=5 to 15, the pressure variation decreases and becomes more uniform throughout the draft tube. The study aims to optimize diffuser length for maximum head recovery and efficiency of the draft tube.
This document presents a new mathematical model for estimating the compressive strength of Portland cement concrete. The model relies on determining the water-to-cement ratio that provides maximum compressive strength and how this ratio varies with curing time. The model is derived based on existing experimental data. It is shown that the water-to-cement ratio providing maximum strength ranges from 0.18 to 0.23 for plain and latex-modified concretes cured for 28 days. However, the model may have limited applicability for predicting the strength of silica fume blended concretes.
The document covers reservoir engineering concepts including solutions to the diffusivity equation for radial flow of single-phase and compressible fluids. It discusses the pD and Ei-function solutions, and presents the unified steady-state flow regime equations for radial flow of single-phase and compressible fluids using the pD-function, m(p)-function, and pressure-squared approximations. It also covers the pseudo-steady state flow regime and relationships between pressure functions.
This chapter discusses energy losses that occur in pipe networks due to fluid flow. It describes major losses, which are primarily due to friction within the pipe, and minor losses, which are secondary losses caused by changes in pipe diameter, bends, valves, and other components. Methods are provided to calculate the head loss associated with major and minor losses using equations that consider factors like pipe roughness, diameter, flow rate, and geometry of components. Worked examples are also included to demonstrate calculating head losses in pipe networks with pipes arranged in series and parallel configurations.
The document discusses open channel design for both rigid boundary and erodible channels. It describes the key steps in designing trapezoidal channels including determining depth, bed width, side slopes, and longitudinal slope. For rigid boundary channels, the most common design approach is to use Manning's equation to select dimensions that produce non-silting, non-scouring velocities. For erodible channels, two common methods are discussed: the permissible velocity method, which ensures the mean flow velocity is below erosion thresholds; and the tractive force method, which involves equating tractive forces to critical shear stresses of the channel material.
This document provides an overview of steady state radial flow in reservoirs. It discusses steady state flow of incompressible, slightly compressible, and compressible fluids. For incompressible fluids, Darcy's law is used to calculate flow rates. For compressible fluids, the real gas potential and pseudopressure are introduced to account for compressibility. Flow rates can be expressed in terms of average reservoir pressure or approximated using the p-squared method. The document also covers multiphase flow, flow ratios of water-oil and gas-oil, and pressure disturbance for a shut-in well.
This double page magazine spread effectively targets its young female audience. On the left page, the article is split into multiple columns with a large headline and Taylor Swift image to avoid overwhelming readers. The headline and image entice readers to learn more about Swift's personal life and feelings of relatability. The right page features pink and purple colors favored by pre-teen girls alongside an image of a youthful Swift, further appealing to readers.
The document discusses the benefits of exercise for mental health. Regular physical activity can help reduce anxiety and depression and improve mood and cognitive function. Exercise causes chemical changes in the brain that may help protect against mental illness and improve symptoms.
The document is a list of the top 300 UK customer experience leaders for 2016 as compiled by the Directors' Club. It provides information on the Directors' Club, how leaders are nominated and selected for the list by peers, and contact details for updates or questions. The list itself contains over 300 names of customer experience leaders from a variety of UK companies, listed alphabetically from A to Z.
The document discusses using computational fluid dynamics to model hydrodynamic forces on coastal highway bridges during hurricanes. It summarizes that:
1) Investigations found bridge failures were often due to uplift forces exceeding the capacity of bent cap connections, allowing superstructure elements to be displaced.
2) The study uses Navier-Stokes equations to simulate wave-bridge interactions and calculate hydrodynamic forces with reasonable accuracy.
3) Simulations show that air vents cored into bridge decks and diaphragms can effectively reduce hydrodynamic forces and mitigate damage, validating their potential as a retrofitting option.
International Journal of Mathematics and Statistics Invention (IJMSI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJMSI publishes research articles and reviews within the whole field Mathematics and Statistics, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Aerodynamic Analysis of Low Speed Turbulent Flow Over A Delta WingIJRES Journal
Delta wing has been a subject of intense research since decades due to decades due to inherent characteristics of generating increased nonlinear lift due to vortex dominated flows. Lot of work has been carried out in order to understand the vortex dominated flows on the delta wing. The delta wing is a wing platform in the form of a triangle. Aerodynamics of wings with moderate sweep angle is recognized by the aerospace community as a challenging problem. In spite of its potential application in military aircraft, the understanding of the aerodynamics of such wings is far from complete. In order to address this situation, the present work is initiated to compute the 3D turbulent flow field over sharp edged finite wings with a diamond shaped plan forms and moderate sweep angle. The detailed flow pattern and surface pressure distribution may further indicate the appropriate kind of flow control during flight operation of such wings. The flow field is computed using an in-house developed CFD code RANS3D.
Experimental conceptualisation of the Flow Net system construction inside the...Dr.Costas Sachpazis
ABSTRACT
By means of a drainage and seepage tank, an experimental flow net system inside the body of a homogeneous earth embankment dam model, formed from Leighton Buzzard Silica sand, was developed and studied in this experimental research paper.
Water flow through dams is one of the basic problems for geotechnical engineers. Seepage analysis in an important factor to be considered in the proper design of many civil engineering structures. Seepage can occur in both through the structure itself as the case of earth dams and under foundations of an engineering structure. Successful seepage analysis is achieved on the proper and accurate construction of a flow net.
Amongst the various existing methods of seepage analysis, the “Finite Element Method” and the method of “Experimental Flow Nets” are the most widely used ones.
Construction of a flow net is mainly used for solving water flow problems through porous media where the geometry makes sometimes analytical solutions impractical. This method is usually used in soil mechanics, geotechnical or civil engineering as an initial check for problems of water flow under hydraulic structures like embankments or dams. As such, a grid obtained by drawing a series of equipotential lines and stream or flow lines is called a flow net. In this procedure the Laplace equation principles must be satisfied.
Hence, the construction of a flow net is an important tool in analysing two-dimensional irrotational flow problems and provides an approximate solution to the flow problem by following simple rules, as initially set out by Forchheimer, 1900, and later refined by Casagrande,1937. It can also be very useful tool even for problems with complex geometries, as proven in this experimental research paper.
The objectives of this experimental research paper are:
• To determine the position and shape of the flow line representing the uppermost free water surface inside the body of a dam by using a drainage and seepage tank,
• To conceptualise the flow lines system and to demonstrate that each flow line starts perpendicular to the upstream slope of the dam and that that slope is a boundary equipotential line,
• To construct an experimental flow net and subsequently to verify and analyse it by the FEA method,
• To calculate the rate of seepage through the dam body, and
• To summarise the calculations and experimental findings in a concise and readable format.
In order to achieve these objectives, an experimental flow net system inside the body of a homogeneous earth embankment dam model was formulated by using a drainage and seepage tank.
From the constructed flow net in the present experimental research paper, an attempt has been made to analyze, determine and present the following parameters:
The pressure drop from one side of the embankment to the other,
The seepage flow rate in each flow “channel”,
The total seepage flow rate, and
The pore pressure ratio, ru, for the embankment.
H-infinity controller with graphical LMI region profile for liquid slosh supp...TELKOMNIKA JOURNAL
This paper presents a H-infinity synthesis with pole clustering based on LMI region schemes for
liquid slosh control. Using LMI approach, the regional pole placement known as LMI region combined with
design objective in H-infinity controller guarantee a fast input tracking capability and very minimal liquid
slosh. A graphical profile of the transient response of liquid slosh suppression system with respect to pole
placement is very useful in giving more flexibility to the researcher in choosing a specific LMI region. With
the purpose to confirm the design of control scheme, a liquid slosh model is considered to represent
the lateral slosh movement. Supremacy of the proposed approach is shown by comparing the results with
hybrid model-free fuzzy-PID controller with derivative filter. The performance of the control schemes is
examined in terms of time response specifications of lateral tank tracking capability and level of liquid
slosh reduction.
Convective heat transfer and pressure drop in v corrugatedMohamed Fadl
New energy system development and energy
conservation require high performance heat exchanger, so
the researchers are seeking to find new methods to enhance
heat transfer mechanism in heat exchangers. The objectives
of this study are investigating heat transfer performance
and flow development in V-corrugated channels, numerical
simulations were carried out for uniform wall heat flux
equal 290 W/m
2
using air as a working fluid, Reynolds
number varies from 500 to 2,000, phase shifts,
0 \ Ø \ 180, and channel heights (S = 12.5, 15.0, 17.5
and 20 mm). Governing equations of flow and energy were
solved numerically by using finite volume method. The
numerical results indicated that, wavy (V-corrugated)
channels have a significant impact on heat transfer
enhancement with increase in pressure drop though chan-
nel due to breaking and destabilizing in the thermal
boundary layer are occurred as fluid flowing through the
corrugated surfaces and the effect of corrugated phase shift
on the heat transfer and fluid flow is more significant in
narrow channel, the goodness factor (j/f) was increased
with increasing channel phase shift, the best performance
was noticed on phase shift, Ø = 180 and channel height,
S = 12.5 mm.
1) The document describes using SEEP/W software to model seepage through an earth dam in four scenarios: a homogeneous dam with downstream seepage, the same dam with a toe drain, and dams with a clay core where the core's hydraulic conductivity is reduced by factors of 10 and 100.
2) The first scenario models a homogeneous dam and shows a seepage face developing on the downstream slope. Adding a toe drain in the second scenario prevents a seepage face by directing all seepage into the drain.
3) Introducing a clay core with hydraulic conductivity 10 times lower than the shell materials in the third scenario causes most potential energy to dissipate in the core, as
Flow nets provide a graphical representation of solutions to the Laplace equation for two-dimensional seepage. A flow net consists of two orthogonal sets of curves: equipotential lines connecting points of equal total head, and flow lines indicating the direction of seepage. The space between adjacent flow lines is called a flow channel. If the fields of a flow net are square (have equal dimensions) it is called a square flow net, where the rate of flow is equal between each channel. The number of flow channels and equipotential line drops determine the total flow rate according to Darcy's law.
1. The chapter discusses key fluid properties including density, specific gravity, surface tension, vapor pressure, elasticity, and viscosity.
2. Density is defined as mass per unit volume and specific gravity is the ratio of the density of a liquid to the density of water.
3. Surface tension is caused by unbalanced cohesive forces at fluid surfaces which produce a downward force, while vapor pressure is the pressure produced by a fluid's vapor in an equilibrium state.
1) The document describes using the direct step method to determine water surface profiles for trapezoidal, rectangular, and triangular channels.
2) The direct step method is an iterative process that tests different water depths to classify a channel's flow type as subcritical, critical, or supercritical based on comparisons to the normal and critical depths.
3) Two examples are provided demonstrating the use of the direct step method to calculate normal depth, critical depth, and classify the water surface profile for different channel geometries.
This document discusses seepage pressure and flow through earthen dams. It explains that seepage pressure is the force per unit volume exerted by flowing water on the soil, acting along the flow line. It describes how flow nets can be used to determine seepage pressure at any point. The document also discusses the phreatic line (seepage line) and how its position within a dam is important for stability. It provides details on analyzing seepage flow through homogeneous earthen dams using confocal parabolas with a common focus.
This document discusses fluid flow in pipes under pressure. It presents equations to describe laminar and turbulent flow. For laminar flow, the Hagen-Poiseuille equation gives the relationship between pressure drop and flow rate. For turbulent flow, the velocity profile consists of a thin viscous sublayer near the wall and a fully turbulent center zone. Equations are derived to describe velocity profiles in both the sublayer and center zone based on viscosity and turbulence effects. Pipes are classified as smooth or rough depending on roughness size compared to the sublayer thickness.
This document analyzes the effect of diffuser length on the performance of an elbow draft tube with a dividing pier using computational fluid dynamics (CFD).
The numerical simulation was performed for three diffuser lengths (L/D1=5, 10, 15) and 13 whirl velocities from -3 to 3 m/s. Pressure and velocity contours at different sections show higher pressure and lower velocity at the outer side of the elbow and dividing pier. As diffuser length increases from L/D1=5 to 15, the pressure variation decreases and becomes more uniform throughout the draft tube. The study aims to optimize diffuser length for maximum head recovery and efficiency of the draft tube.
This document presents a new mathematical model for estimating the compressive strength of Portland cement concrete. The model relies on determining the water-to-cement ratio that provides maximum compressive strength and how this ratio varies with curing time. The model is derived based on existing experimental data. It is shown that the water-to-cement ratio providing maximum strength ranges from 0.18 to 0.23 for plain and latex-modified concretes cured for 28 days. However, the model may have limited applicability for predicting the strength of silica fume blended concretes.
The document covers reservoir engineering concepts including solutions to the diffusivity equation for radial flow of single-phase and compressible fluids. It discusses the pD and Ei-function solutions, and presents the unified steady-state flow regime equations for radial flow of single-phase and compressible fluids using the pD-function, m(p)-function, and pressure-squared approximations. It also covers the pseudo-steady state flow regime and relationships between pressure functions.
This chapter discusses energy losses that occur in pipe networks due to fluid flow. It describes major losses, which are primarily due to friction within the pipe, and minor losses, which are secondary losses caused by changes in pipe diameter, bends, valves, and other components. Methods are provided to calculate the head loss associated with major and minor losses using equations that consider factors like pipe roughness, diameter, flow rate, and geometry of components. Worked examples are also included to demonstrate calculating head losses in pipe networks with pipes arranged in series and parallel configurations.
The document discusses open channel design for both rigid boundary and erodible channels. It describes the key steps in designing trapezoidal channels including determining depth, bed width, side slopes, and longitudinal slope. For rigid boundary channels, the most common design approach is to use Manning's equation to select dimensions that produce non-silting, non-scouring velocities. For erodible channels, two common methods are discussed: the permissible velocity method, which ensures the mean flow velocity is below erosion thresholds; and the tractive force method, which involves equating tractive forces to critical shear stresses of the channel material.
This document provides an overview of steady state radial flow in reservoirs. It discusses steady state flow of incompressible, slightly compressible, and compressible fluids. For incompressible fluids, Darcy's law is used to calculate flow rates. For compressible fluids, the real gas potential and pseudopressure are introduced to account for compressibility. Flow rates can be expressed in terms of average reservoir pressure or approximated using the p-squared method. The document also covers multiphase flow, flow ratios of water-oil and gas-oil, and pressure disturbance for a shut-in well.
This double page magazine spread effectively targets its young female audience. On the left page, the article is split into multiple columns with a large headline and Taylor Swift image to avoid overwhelming readers. The headline and image entice readers to learn more about Swift's personal life and feelings of relatability. The right page features pink and purple colors favored by pre-teen girls alongside an image of a youthful Swift, further appealing to readers.
The document discusses the benefits of exercise for mental health. Regular physical activity can help reduce anxiety and depression and improve mood and cognitive function. Exercise causes chemical changes in the brain that may help protect against mental illness and improve symptoms.
The document is a list of the top 300 UK customer experience leaders for 2016 as compiled by the Directors' Club. It provides information on the Directors' Club, how leaders are nominated and selected for the list by peers, and contact details for updates or questions. The list itself contains over 300 names of customer experience leaders from a variety of UK companies, listed alphabetically from A to Z.
The document advertises document management software that allows for highlighting, annotations, embedded audio, digital signatures, routing and encryption of documents. It claims the software provides access to documents from anywhere, captures all thoughts and knowledge, cuts mailing costs by 50% or more, and allows clients to receive documents immediately. Digital dictation and lower priced PDF software options are also mentioned.
- Madhu Priya is seeking a challenging position as a developer where she can use her over 2 years of experience developing, testing, and supporting various applications.
- She has experience in domains like banking, finance, healthcare, and experience with tools like CA LISA and technologies like Java, J2EE, C, C++, SQL, HTML, CSS, AngularJS.
- Her experience includes working on billing platforms like Aria and Zuora, customizing applications, creating dashboards and wireframes, and virtualizing web services using CA LISA.
Esta dissertação explora a técnica da gravura em metal para criar objetos gravados inspirados em iluminuras medievais. A autora desenvolveu quatro séries de obras gravadas em chapas de cobre e latão sem a intenção de impressão, focando na fruição estética dos próprios objetos. Ela também investiga a história da iluminura e da gravura, além de citar gravadoras contemporâneas que trabalham de forma semelhante.
Workshop about research data archiving and open access publishing at the Rese...Dag Endresen
The Research Council of Norway (RCN) organizes a workshop on 1st November 2016 to collect experiences on research data archiving and open access data publishing. The Norwegian GBIF-node will present the GBIF framework including dataset DOIs and download DOIs.
See also:
GBIF.no (2016), http://www.gbif.no/news/2016/data-archiving-ncr.html
GBIF GB21 (2014), http://www.gbif.org/newsroom/news/gb21-science-symposium
GBIF GB21 Slides, http://www.gbif.org/resource/81918
Vimeo video (2014), https://vimeo.com/107148220#t=6m28s
The document discusses how SAP NetWeaver Information Lifecycle Management and SAP Extended ECM can be integrated to holistically manage the retention of structured and unstructured information. It notes that implementing two business rules in SAP NetWeaver Information Lifecycle Management allows for an integrated approach by preventing deletion of related data and passing legal holds between the two systems. A business add-in is also described that checks for document attachments to prevent unauthorized deletion and ensure compliance.
Bapin Narayankar is a mechanical engineer with over 5 years of experience in product design and machine design. He is currently working as a design engineer at HCL Technologies, where he designs semiconductor manufacturing tools using SolidWorks. Previously, he worked at SPM India designing leak testing machines. He has expertise in 3D modeling, preparing technical drawings, interacting with customers, and managing projects through SAP systems. Bapin holds a Bachelor's degree in Mechanical Engineering and has experience designing jigs and fixtures during internships.
5 Tips to Optimize SharePoint While Preparing for HybridAdam Levithan
For organizations planning to migrate to a hybrid deployment of the their SharePoint and Office 365 infrastructure, optimizing their current SharePoint is a crucial step in reducing the amount of work required for a successful migration, increase end-user performance and decrease the risk of an unsuccessful migration.
Join Metalogix SharePoint expert Adam Levithan on March 17, 2016 for 5 Tips to Optimize SharePoint While Preparing for a Hybrid Deployment, a comprehensive live webinar where he unveils the top five optimizations that organizations need to consider before they plan to move to a SharePoint 2013 or SharePoint 2016 hybrid deployment.
Key takeaways
Such optimizations will help SharePoint Admins and IT professionals:
Provide the best end-user experience,
Gain early warnings as performance issues are developing
Obtain better insight into the interdependency between SharePoint infrastructure and applications
With the upcoming release of SharePoint 2016, hybrid deployments are quickly becoming the new standard for SharePoint deployments. Adam's help increased the success of several companies migrating to hybrid deployments and will be happy to share his insights, experience and solutions with attendees.
This document discusses embedded analytics and provides guidance on selecting an embedded analytics product. It outlines reasons for embedding analytics like avoiding context switching and making BI pervasive. It provides a checklist for getting started that includes considering functionality, APIs, security, architecture and other factors. The document also discusses how embedded analytics can help distribute insights internally and externally and enrich applications. It advises understanding potential uses of embedded analytics and vendor capabilities in order to map products to requirements and find the best fit.
OpenText Business Center for SAP provides a solution for processing the many different types of unstructured content that is generated by different Business Systems into the SAP Digital Core. Regardless of content type and source Business Center for SAP can be used to digitize content, connect it to a business system and automate its processing.
What’s New in SAP Extended ECM 16 and SAP Archiving and Document Access 16Thomas Demmler
Have a look at the new major version 16 of SAP Extended ECM and SAP Archiving and Document Access by OpenText. One of the highlights of this version is the new smart user interface for Extended ECM with simple, extensible, role-based views.
Presentación del webinar en el que se descubre la norma ISO 31000 del año 2009, que marca los principios y directrices para la gestión de riesgos y establece los principios, el marco y los procesos que se deben seguir para gestionar el riesgos de forma global en la empresa (Enterprise Risk Management).
Los contenidos son:
Introducción a la gestión de riesgos
La norma ISO 31000 de gestión de riesgos
Principios
Framework
Procesos
Técnicas de evaluación de riesgos según la norma ISO31010
- 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.
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Effect of Mobility on (I-V) Characteristics of Gaas MESFET Yayah Zakaria
We present in this paper an analytical model of the current–voltage (I-V) characteristics for submicron GaAs MESFET transistors. This model takes into account the analysis of the charge distribution in the active region and incorporate a field depended electron mobility, velocity saturation and charge
build-up in the channel. We propose in this frame work an algorithm of simulation based on mathematical expressions obtained previously. We propose a new mobility model describing the electric field-dependent. predictions of the simulator are compared with the experimental data [1] and
have been shown to be good.
Effect of Mobility on (I-V) Characteristics of Gaas MESFET IJECEIAES
We present in this paper an analytical model of the current–voltage (I-V) characteristics for submicron GaAs MESFET transistors. This model takes into account the analysis of the charge distribution in the active region and incorporate a field depended electron mobility, velocity saturation and charge build-up in the channel. We propose in this frame work an algorithm of simulation based on mathematical expressions obtained previously. We propose a new mobility model describing the electric field-dependent. The predictions of the simulator are compared with the experimental data [1] and have been shown to be good.
International Journal of Engineering Research and DevelopmentIJERD Editor
Electrical, Electronics and Computer Engineering,
Information Engineering and Technology,
Mechanical, Industrial and Manufacturing Engineering,
Automation and Mechatronics Engineering,
Material and Chemical Engineering,
Civil and Architecture Engineering,
Biotechnology and Bio Engineering,
Environmental Engineering,
Petroleum and Mining Engineering,
Marine and Agriculture engineering,
Aerospace Engineering.
Transient response of grounding systems under impulse lightning currentHimmelstern
This document summarizes research on modeling the transient response of grounding systems during lightning strikes. It develops a lumped parameter model using transmission line theory to represent the distributed parameters of grounding conductors. The model accounts for time-varying soil properties like resistivity and ionization around electrodes during high current injections. Simulation results show the model can accurately estimate voltages along the grounding system under different lightning impulse currents and validate analytical methods.
The Effect of High Zeta Potentials on the Flow Hydrodynamics in Parallel-Plat...CSCJournals
This paper investigates the effect of the EDL at the solid-liquid interface on the liquid flow through a micro-channel formed by two parallel plates. The complete Poisson-Boltzmann equation (without the frequently used linear approximation) was solved analytically in order to determine the EDL field near the solid-liquid interface. The momentum equation was solved analytically taking into consideration the electrical body force resulting from the EDL field. Effects of the channel size and the strength of the zeta-potential on the electrostatic potential, the streaming potential, the velocity profile, the volume flow rate, and the apparent viscosity are presented and discussed. Results of the present analysis, which are based on the complete Poisson-Boltzmann equation, are compared with a simplified analysis that used a linear approximation of the Poisson-Boltzmann equation.
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MLI Power Topologies and Voltage Eminence: An Exploratory Reviewijeei-iaes
Due to their performances and inherent edges, particularly in medium-voltage and dynamic applications, multilevel inverters have received associate degree increasing attention in universe industrial applications. This paper deals with a review of the most structure electrical converter topologies additionally their commonest derived and hybrid structures quoted in previous analysis works. It additionally encompasses associate degree investigation on voltage harmonic elimination and THD estimation. For that reason, the paper summarizes the foremost relevant modulation techniques used to date to boost the output voltage quality. Theoretical formulas elicited within the literature, for calculating the output voltage THD higher and lower bounds area unit reportable and verified by adequate simulations.
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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optimization of heat exchangers and other industrial
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(VOF) method is used to track the vapor-liquid interface. The
modified High Resolution Interface Capture (HRIC) scheme is
employed to keep the interface sharp. The governing equations
and the VOF equation with relevant source terms for
condensation are solved. The surface tension is taken into
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Surface Force (CSF) approach. The simulation is performed
using the CFD software package, ANSYS FLUENT, and an inhouse
developed code. This in-house code is specifically
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validated with data obtained from the open literature. The
standard k-ω model is applied to model the turbulence through
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that surface tension plays an important role in the condensation
heat transfer process. Heat transfer enhancement is obtained
due to the presence of the corners. The surface tension pulls the
liquid towards the corners and reduces the average thermal
resistance in the cross section.
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Exploring the Use of Computation Fluid Dynamics to Model a T-Junction for UM ...Doug Kripke
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Numerical Calculation of Solid-Liquid two-Phase Flow Inside a Small Sewage Pumptheijes
Based on a mixture multiphase flow model,theRNG k–εturbulencemodelandfrozen rotor method were used to perform a numerical simulation of steady flow in the internal flow field of a sewage pump that transports solid and liquid phase flows. Resultsof the study indicate that the degree of wear on the front and the back of the blade suction surface from different densities of solid particles shows a completely opposite influencing trend. With the increase of delivered solid-phase density, the isobaric equilibrium position moves to the leading edge point of the blade, but the solid-phase isoconcentration point on the blade pressure surface and suction surface basically remains unchanged. The difference between hydraulic lift and water lift indelivering solid- and liquid-phase flows shows a rising trend with the increase of working flow
ODDLS: Overlapping domain decomposition Level Set MethodAleix Valls
The document presents a new method called ODDLS for simulating free surface flows. ODDLS uses domain decomposition combined with level set and stabilized finite element methods. It increases accuracy of free surface capturing and governing equation solutions at fluid interfaces. The method can also solve for a single fluid, improving efficiency for many naval applications. Example applications demonstrate the method's capability to accurately simulate green water flows and ship motions in waves.
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1) The document describes simulations of fluid flow through pipes with sudden expansions and contractions using ANSYS.
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2. Subscripts
c channel
f fringing field
m mean
ns no slip
s slip
Superscripts
* dimensionless
Figure 1. Schematic of a MHD Hartmann pump section
where flow is generated by the interaction of a fixed
magnetic flux density (Bo) transverse to a current density (j)
imposed by a electric field (E). The walls of the pump
parallel to the current flow direction demonstrate a slip
velocity (vw) characterized by a slip length (l). Adapted
from ref. [13].
Apparent Slip MHD Pump Theory
When an electrically conductive fluid in a rectangular
channel is exposed to a magnetic (B) and electrical (E) field
perpendicular to each other, the fluid experiences a force:
Lorentz force, mutually perpendicular to both the E and B,
and flows in the direction of induced force. A pump operating
with the above principle is known as a magnetohydrodynamic
(MHD) pump [13], [11]. Here, we consider the case of fully-
developed, steady, incompressible, laminar MHD flow in a
parallel plate geometry (ϵ = h/w → 0). We assume that the
flow can be described using the inductionless formulation
such that the magnetic Reynolds number, Rem ( )
1, where the fluid magnetic permeability is approximately
that of free-space μ0 (= 4π ×10-7
H.m-1
) and σ is the fluid
electrical conductivity. The competition between
electromagnetic and viscous forces in an MHD flow are
described by the Hartmann number
Eq. 1
where the geometric scale, h, is the half-channel width, Bo is
the magnitude of the imposed magnetic flux density, σ is the
fluid electrical conductivity and μ is the fluid dynamic
viscosity [13]. We choose as the
velocity scale, where dp/dx is the pressure gradient in the
stream-wise direction, and consider the major walls of the
pump to be electrically insulating such that the wall
conductance ratio c = 0.
Thus, the dimensionless governing equations for flow
momentum and induced magnetic field over the domain
are, respectively,
Eq. 2
and
Eq. 3
where v*
is the dimensionless stream-wise velocity and b*
is
the dimensionless induced magnetic field strength. The
boundary conditions applied at are
Eq. 4
where l*
is the dimensionless slip length and I*
is the
dimensionless electrical current ( ) imposed by
an external power supply.
Solution of the above system of equations gives the following
expressions for the velocity and induced magnetic field
profiles
Eq. 5
and
Eq. 6
We then integrate Eq. 5 over the channel cross-section to
obtain the volumetric flow rate, which corresponds to twice
the dimensionless mean velocity and will be negative when
the fluid is being pumped against an adverse pressure gradient,
Eq. 7
The portion of the flow rate that is independent of current is
called the Hartmann flow rate , which can be used to define
the ratio [13]
Eq. 8
Thus, in order to generate flow against an adverse pressure
gradient (pump operation) requires that . Note that
this ratio holds regardless of slip length so long as the
hydrodynamic boundary conditions are the same for both. We
are further interested in comparing the MHD pumping flow
rate between the slip and no-slip case
Eq. 9
which we find is independent of the injected current. Thus, the
enhancement due to slip in MHD pumping flow rate is
identical to that of a simple pressure driven MHD flow [12].
Next, we consider the efficiency of the pump defined
generally as
Eq. 10
where and are the pressure and
volumetric flow rate developed by the pump, respectively. The
Joule component of the electrical power dissipated by the
pump is where and are the
injected electrical current and pump section electrical
Bo
v
y
x z
E
j
vw = l(dv/dy)w
2h
3. resistance, respectively. For convenience, we return Eq. 7 to
dimensional quantities and then re-scale using the pressure
gradient scale and the velocity scale to arrive
at
Eq. 11
where is the ratio of the back
pressure to the pressure developed by the pump (stall pressure)
in the absence of end losses. Note, this form of the
dimensionless volumetric flow rate scales out the injected
current density. We can then define the pump efficiency in
terms of dimensionless quantities as
Eq. 12
Figure 2 plots the dimensionless pump curve and efficiency of
the pump section (no end losses) for several values of
dimensionless slip length and Ha. For , the
enhancement in pumping section flow rate is rather modest (<
2×) reflecting the fact that the drag reduction is defined by a
shear layer thickness set by the channel dimension. However,
at larger Ha the flow rate enhancement is more pronounced
(>4×) since the shearing layer thickness scales as Ha-1
[12].
Conversely, the pump section efficiency sees a broader and
larger peak enhancement at smaller Ha coinciding with the
fact that the viscous and Lorentz forces are closer in
magnitude.
Figure 2. MHD pump section curves and efficiencies for (a,
b) Ha = 1, (c, d) Ha = 10 and (e, f) Ha = 100. The solid,
dashed and dot-dashed curves are for l*
= 0, 0.02 and 0.2,
respectively.
Clearly, when the predominant loss in the MHD pump is
frictional apparent slip can play a significant role in improving
pump performance. However, in the presence of a spatially
varying (i.e., fringing) magnetic field strength, an MHD flow
undergoes additional three-dimensional forces that introduce a
fundamental pressure loss that has a disadvantageous scaling
with pump size, which we discuss next.
As the fluid enters and leaves the pump section, it is
subject to a large change in magnetic field strength. The
voltage induced upstream between the walls is higher than the
downstream induced voltage, resulting in a current flowing in
stream-wise and counter stream-wise direction near the walls
[13]. To close the electrical path, current also flows in
different cross-stream directions before and after the transition
region. The resulting Lorentz forces act to repel the fluid from
the core, first accelerating and then decelerating the near wall
flow, and vice versa for the core flow.
Moreau et al. (2010) proposes a new simplified model,
which includes inertia terms and the effect of current exchange
between the core of the flow and the Hartmann layers [14].
The governing 3D equations are reduced to a quasi 2D form
for vorticity, stream function and electric potential. A scaling
parameter is introduced to characterize the effect of inertia
, where , the duct aspect ratio is
and w is the pump section half width. They give the
following expression for pressure drop in the presence of an
exponentially decaying fringing magnetic field strictly valid
for , , (inertialess limit)
Eq. 13
where is the channel aspect ratio. Note, for the
remainder of the analysis, we fix the channel aspect ratio at a
maximum of ϵ = 0.1 to be reasonably consistent with the 1D
behavior of the hydrodynamics modeled. We also apply Eq.
13 for cases where Ha < 100. Considering the additional end
loss, we can show that the dimensionless back-pressure
gradient is now
Eq. 14
where is the ratio of the pump section’s length to
half-width. The first term on the right hand side of Eq. 14 is
the pressure gradient generated by the Lorentz force, the
second term is the parasitic pressure gradient due to frictional
pressure losses through the pump section and the third term is
the inlet and outlet fringing field pressure loss given by twice
Eq. 13 divided by the pump section length. Evident from the
fringing field term is the fact that, for fixed channel aspect
ratio, its relative contribution can be minimized by making the
pump section longer [15]. The maximum flow rate is then
found by setting the left hand side of Eq. 14 equal to zero and
re-arranging to give
Eq. 15
Figures 3 - 5 plot the pump curves and efficiencies including
end losses due to the fringing magnetic field with the channel
aspect ratio fixed at ϵ = 0.1. For ϵ’ = 1000 (Figure 3) and Ha =
0 0.5 1 1.5
p*
p
0
0.2
0.4
0.6
0.8
1
0 0.5 1
0
0.05
0.1
0.15
0.2
0 0.2 0.4 0.6
p*
p
0
0.2
0.4
0.6
0.8
1
0 0.5 1
0
0.2
0.4
0.6
0.8
Q
0 0.2 0.4
p*
p
0
0.2
0.4
0.6
0.8
1
Q/Qmax
0 0.5 1
0
0.2
0.4
0.6
0.8
1
a b
c d
e f
ΔPΔPΔP
Q∗
Q∗
/Q∗
max
4. 1, there is a modest reduction in the flow rate and efficiency
compared to the case without end losses (Figure 2) and
apparent slip still results in a significant improvement in
performance. However, as Ha increases there is a marked
reduction in the efficacy of apparent slip and, generally, the
pump flow rate as a result of the Ha3/2
dependency in the end
loss term.
Figure 3. MHD pump section curves and efficiencies for ϵ =
0.1 and ϵ’ = 1000 with (a, b) Ha = 1, (c, d) Ha = 10 and (e, f)
Ha = 100. The solid, dashed and dot-dashed curves are for l*
=
0, 0.02 and 0.2, respectively.
Further decrease in the stream-wise aspect ratio to ϵ’ = 100
(Figure 4) results in almost no effect due to apparent slip for
Ha = 100, while some flow rate enhancement is still possible
for lower values of Ha. This is contrast to the case with no end
losses where the largest gains in pumping flow rate due to
apparent slip are observed at large Ha. Also observable is a
change in the characteristic shape of the pump efficiency
curve from linear to increasingly parabolic at larger Ha. Thus,
the shift towards a more parabolic efficiency curve at
relatively large Ha (≥ 10) is indicative of the importance of
end losses on the overall pump performance.
Figure 4. MHD pump section curves and efficiencies for ϵ =
0.1 and ϵ’ = 100 with (a, b) Ha = 1, (c, d) Ha = 10 and (e, f)
Ha = 100. The solid, dashed and dot-dashed curves are for l*
=
0, 0.02 and 0.2, respectively.
As the relative channel length is shortened further to ϵ’ = 10
(Figure 5), the performance curves for a pump section
demonstrating apparent slip become almost indistinguishable
from the no-slip case and, at the highest Ha, the flow rate is
now three orders smaller than in the case with no end losses.
Interestingly, in the range of Ha = 10 - 100, the pump peak
efficiency is between 10% and 20% and the shape is parabolic,
which compares well with the ~10% pump efficiency found at
Q/Qmax ≈ 0.5 by Ghoshal et al. for Ha ≈ 40 [5]. Thus, despite
the simplistic nature of our analysis, we replicate the salient
features of MHD pump performance in a parameter range
consistent with compact devices suitable for electronic thermal
management applications. This point also serves to highlight
the unfortunate scaling of MHD pump performance for
compact, low aspect ratio form factors most suited for
electronic thermal management applications.
Summary & Conclusions
The effect of hydrodynamic apparent slip on the
performance of a MHD Hartmann pump (quasi 1D flow) has
been analyzed. The results demonstrate that, while significant
enhancements in the MHD pump section performance can be
achieved for modest apparent slip lengths, pressure losses due
to fringing magnetic field effects significantly reduce the
impact of apparent slip on overall device performance. Future
work will explore the impact of apparent slip on a wider range
0 0.5 1
p*
p
0
0.2
0.4
0.6
0.8
1
0 0.5 1
0
0.05
0.1
0.15
0.2
0 0.1 0.2 0.3
p*
p
0
0.2
0.4
0.6
0.8
1
0 0.5 1
0
0.1
0.2
0.3
0.4
0.5
0.6
Q
0 0.01 0.02
p*
p
0
0.2
0.4
0.6
0.8
1
Q/Qmax
0 0.5 1
0
0.2
0.4
0.6
0.8
a b
c d
e f
ΔPΔPΔP
Q∗
Q∗
/Q∗
max
0 0.2 0.4 0.6
p*
p
0
0.2
0.4
0.6
0.8
1
0 0.5 1
0
0.05
0.1
0.15
0 0.02 0.04
p*
p
0
0.2
0.4
0.6
0.8
1
0 0.5 1
0
0.1
0.2
0.3
0.4
Q 10-3
0 1 2
p*
p
0
0.2
0.4
0.6
0.8
1
Q/Q
max
0 0.5 1
0
0.1
0.2
0.3
0.4
0.5
0.6
a b
c d
e f
ΔPΔPΔP
Q∗
Q∗
/Q∗
max
5. of pump geometries by implementing the above analysis in
two dimensions to asses under what conditions apparent slip
may improve the performance of compact MHD pumps for
thermal management applications. Furthermore, detailed
studies of MHD flows at apparent slip boundaries are
required. Finally, there is the need to develop structured
surface designs that are compatible with liquid metal working
fluids and robust, in terms of wetting state stability, to ensure
reliable MHD pump operation. More generally, our analysis
serves to restate the issue of end losses due to fringing field
effects that lead to a significant performance trade-off for
compact devices of low aspect ratio. In the context of thermal
management applications, this would suggest that there is a
need to further explore MHD pump designs that maintain
reliability, but with an improved performance/form factor
trade-off.
Figure 5. MHD pump section curves and efficiencies for ϵ =
0.1 and ϵ’ = 10 with (a, b) Ha = 1, (c, d) Ha = 10 and (e, f) Ha
= 100. The solid, dashed and dot-dashed curves are for l*
= 0,
0.02 and 0.2, respectively.
Acknowledgments
Bell Labs Ireland acknowledges the financial support of the
Industrial Development Agency (IDA) Ireland.
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0 0.05 0.1 0.15
p
*
p
0
0.2
0.4
0.6
0.8
1
0 0.5 1
0
0.01
0.02
0.03
10
-3
0 2 4
p*
p
0
0.2
0.4
0.6
0.8
1
0 0.5 1
0
0.02
0.04
0.06
0.08
0.1
0.12
Q 10-4
0 1 2
p*
p
0
0.2
0.4
0.6
0.8
1
Q/Qmax
0 0.5 1
0
0.05
0.1
0.15
0.2
0.25
a b
c d
e f
ΔPΔPΔP
Q∗
Q∗
/Q∗
max