This document summarizes a student's final term project analyzing fluid flow around a cannon ball. The student will use computational fluid dynamics (CFD) software to simulate air flow around a spherical cannon ball moving in a projectile motion. Key results to be obtained from the CFD analysis include boundary layer thickness, displacement thickness, momentum thickness, shape factor, drag coefficient, and velocity and pressure distributions. The student outlines the cannon ball geometry, meshing approach, governing equations, and parameters that will be analyzed to understand the transition between laminar and turbulent flow around the moving sphere.
This pdf includes about the submerged bodies and the forces acting on the submerged bodies. Different terminologies are discussed. Definitions of different bodies in the fluid are discussed as well.
It is small pdf with great knowledge, hope it will be helpful to the students.
This document discusses fluid mechanics concepts related to flow past immersed bodies. It provides examples of fluids flowing over stationary bodies or bodies moving through fluids, such as air over buildings or ships moving through water. It then presents 3 problems involving calculating forces on flat plates moving through air at different velocities based on given coefficients of drag and lift. The document concludes by defining key terms in fluid mechanics such as boundary layer thickness, displacement thickness, and drag force. It also presents 4 additional practice problems calculating forces on objects like parachutes in air based on given properties.
When a body moves through a fluid, it experiences two forces: drag and lift. Drag acts in the direction of flow and slows the body down, while lift acts perpendicular to flow. These forces depend on factors like the fluid's velocity, density, the body's size and shape, and its orientation to the flow. For streamlined bodies, drag is minimized by reducing pressure drag from separated or turbulent flow. Blunt bodies experience greater pressure drag due to larger separated regions behind them. The boundary layer concept is used to analyze fluid forces on a body by considering the very thin layer of slowed fluid near the body's surface.
In this paper, an analysis was done on laminar boundary layer over a flat plate. The analysis was performed by changing the Reynolds number. The Reynolds number was changed by changing horizontal distance of the flat plate. Since other quantities were fixed, the Reynolds number increased with increment of horizontal distance. Iterations were increased in scaled residuals whenever the Reynolds number was increased. Maximum value of velocity contour decreased with the increment of the Reynolds number. The value of the largest region of velocity contour decreased with the increment of the value of the Reynolds number and it also affected the appearance of contour. The value of pressure contour increased with the increment of the Reynolds number. Vertical distance versus velocity graph was not depended on the Reynolds number. In this graph, the velocity increased rapidly with the increment of vertical distance for a certain period. After that, the velocity decreased slightly with the increment of vertical distance. Finally, the velocity became around 1.05 m/s.
The document summarizes a simulation of flow over a flat plate using COMSOL. It describes defining the 2D model geometry and parameters, applying boundary conditions of no slip at the walls and varying pressure at the inlet, and solving the Navier-Stokes equations on a fine mesh. Results include 1D plots of velocity versus position and pressure versus position, and a 2D surface velocity plot showing the hydrodynamic boundary layer. The conclusion notes difficulty extracting lift and drag forces but finding guidance in other papers.
1) The document discusses different definitions of boundary layer thickness, including nominal thickness, displacement thickness, momentum thickness, and energy thickness. Equations are provided for calculating each type of thickness.
2) Key assumptions of boundary layer theory are that the boundary layer is thin compared to the body and flow is two-dimensional and steady. The Prandtl boundary layer equations are derived using control volume analysis and assumptions of constant density and viscosity.
3) The Prandtl boundary layer equation equates forces within the boundary layer, including pressure and shear stress, to the net rate of momentum change and forms the basis for boundary layer analysis.
When a body moves through a fluid, it experiences two forces: drag and lift. Drag acts parallel to the flow and slows the body down, while lift acts perpendicular to the flow. These forces depend on factors like the fluid's velocity and density, the body's size and shape, and its angle of attack relative to the flow. Streamlined shapes with small frontal areas experience less pressure drag than blunt bodies, which experience boundary layer separation and higher pressures on one side. The forces can be calculated using drag and lift coefficients, which vary based on the Reynolds number and other flow properties.
It includes details about boundary layer and boundary layer separations like history,causes,results,applications,types,equations, etc.It also includes some real life example of boundary layer.
This pdf includes about the submerged bodies and the forces acting on the submerged bodies. Different terminologies are discussed. Definitions of different bodies in the fluid are discussed as well.
It is small pdf with great knowledge, hope it will be helpful to the students.
This document discusses fluid mechanics concepts related to flow past immersed bodies. It provides examples of fluids flowing over stationary bodies or bodies moving through fluids, such as air over buildings or ships moving through water. It then presents 3 problems involving calculating forces on flat plates moving through air at different velocities based on given coefficients of drag and lift. The document concludes by defining key terms in fluid mechanics such as boundary layer thickness, displacement thickness, and drag force. It also presents 4 additional practice problems calculating forces on objects like parachutes in air based on given properties.
When a body moves through a fluid, it experiences two forces: drag and lift. Drag acts in the direction of flow and slows the body down, while lift acts perpendicular to flow. These forces depend on factors like the fluid's velocity, density, the body's size and shape, and its orientation to the flow. For streamlined bodies, drag is minimized by reducing pressure drag from separated or turbulent flow. Blunt bodies experience greater pressure drag due to larger separated regions behind them. The boundary layer concept is used to analyze fluid forces on a body by considering the very thin layer of slowed fluid near the body's surface.
In this paper, an analysis was done on laminar boundary layer over a flat plate. The analysis was performed by changing the Reynolds number. The Reynolds number was changed by changing horizontal distance of the flat plate. Since other quantities were fixed, the Reynolds number increased with increment of horizontal distance. Iterations were increased in scaled residuals whenever the Reynolds number was increased. Maximum value of velocity contour decreased with the increment of the Reynolds number. The value of the largest region of velocity contour decreased with the increment of the value of the Reynolds number and it also affected the appearance of contour. The value of pressure contour increased with the increment of the Reynolds number. Vertical distance versus velocity graph was not depended on the Reynolds number. In this graph, the velocity increased rapidly with the increment of vertical distance for a certain period. After that, the velocity decreased slightly with the increment of vertical distance. Finally, the velocity became around 1.05 m/s.
The document summarizes a simulation of flow over a flat plate using COMSOL. It describes defining the 2D model geometry and parameters, applying boundary conditions of no slip at the walls and varying pressure at the inlet, and solving the Navier-Stokes equations on a fine mesh. Results include 1D plots of velocity versus position and pressure versus position, and a 2D surface velocity plot showing the hydrodynamic boundary layer. The conclusion notes difficulty extracting lift and drag forces but finding guidance in other papers.
1) The document discusses different definitions of boundary layer thickness, including nominal thickness, displacement thickness, momentum thickness, and energy thickness. Equations are provided for calculating each type of thickness.
2) Key assumptions of boundary layer theory are that the boundary layer is thin compared to the body and flow is two-dimensional and steady. The Prandtl boundary layer equations are derived using control volume analysis and assumptions of constant density and viscosity.
3) The Prandtl boundary layer equation equates forces within the boundary layer, including pressure and shear stress, to the net rate of momentum change and forms the basis for boundary layer analysis.
When a body moves through a fluid, it experiences two forces: drag and lift. Drag acts parallel to the flow and slows the body down, while lift acts perpendicular to the flow. These forces depend on factors like the fluid's velocity and density, the body's size and shape, and its angle of attack relative to the flow. Streamlined shapes with small frontal areas experience less pressure drag than blunt bodies, which experience boundary layer separation and higher pressures on one side. The forces can be calculated using drag and lift coefficients, which vary based on the Reynolds number and other flow properties.
It includes details about boundary layer and boundary layer separations like history,causes,results,applications,types,equations, etc.It also includes some real life example of boundary layer.
This document discusses the features of wing flow at subsonic speeds (M∞ < 1). For unswept high-aspect ratio wings, the flow features are determined by overflow from the lower surface to the upper surface at the wing tips, creating a spanwise flow. This induces a downwash behind the wing and results in induced drag. For optimum wings, the circulation distribution should follow an elliptical law to minimize induced drag. For swept wings, there is an additional curvature of flow lines caused by spanwise flow, affecting pressure distribution across the wing.
This document discusses boundary layer theory and provides formulas to calculate boundary layer thickness, shear stress, and coefficient of drag based on Reynolds number for laminar boundary layer flows. It presents the velocity profile equation and uses it along with Newton's law of viscosity and the momentum integral equation to derive expressions for boundary layer thickness in terms of Reynolds number, shear stress in terms of Reynolds number, and coefficient of drag in terms of Reynolds number.
The document discusses boundary layer concepts introduced by Ludwig Prandtl in 1904. It describes that within the thin boundary layer adjacent to a solid surface, viscosity effects are significant, while outside the boundary layer viscosity effects are negligible and the fluid can be treated as inviscid. The boundary layer concept allows solving viscous flow problems by treating the flow as viscous in the boundary layer and inviscid elsewhere.
Chapter 3 linear wave theory and wave propagationMohsin Siddique
Small amplitude wave theory provides a mathematical description of periodic progressive waves using linear assumptions. It assumes wave amplitude is small compared to wavelength and depth. The key equations derived are the wave dispersion relationship and expressions for water particle velocity, acceleration, and pressure as functions of depth and phase. Wave energy is calculated as the sum of kinetic and potential energy. Wave power is the rate at which wave energy is transmitted shoreward and varies with depth from 0.5 in deep water to 1.0 in shallow water. Wave characteristics like height, length, and celerity change as waves propagate into shallower depths based on conservation of energy.
Boundary layer concept for external flowManobalaa R
This document provides an overview of boundary layer concepts for external flow. It defines a boundary layer as the layer of fluid near a bounding surface where viscous effects are significant. It describes the assumptions of boundary layer theory, including that viscous effects are confined to the thin boundary layer. It also provides the governing equations for a 2D, laminar, steady boundary layer and discusses boundary layer thickness. Finally, it briefly summarizes literature on an experimental study of film cooling in a rotating turbine.
1) Streamwise vortices play an important role in sustaining wall turbulence by regenerating streaks through the lift-up effect.
2) In turbulent plane Couette flow at low Reynolds numbers, streamwise vortices that span the entire gap between plates have been observed.
3) The document proposes a two-step Galerkin projection method to derive a low-order model that can illustrate the dynamics and generation mechanism of these streamwise vortices, in a way that is analogous to what is observed in turbulent boundary layers.
The document discusses fluid mechanics concepts including:
1) Boundary layers form as fluid flows past objects due to viscosity and velocity gradients within the boundary layer.
2) Drag and lift are forces exerted on objects by fluid flow and depend on factors like boundary layer thickness, pressure distribution, and object shape.
3) The Reynolds number compares inertia and viscous forces and indicates laminar or turbulent flow.
STABILITY OF SLOPESSEEPAGE CONTROL MEASURES AND SLOPE PROTECTION
a finite slope AB, the stability of which is to be analyzed.
The method Consists of assuming a number of trial slip circles, and finding the factor of safety of each.
The circle corresponding to the minimum factor of safely is the critical slip circle.
Let AD be a trial slip circle, with r as the radius and O as the centre of rotation
Let W be the weight of the soil of the wedge ABDA of unit thickness, acting through the centroid G.
The driving moment MD will be equal to W x, where x, is the distance of line of action of W from the vertical line passing through the centre of rotation O.
if cu is the unit cohesion, and l is the length of the slip arc AD, the shear resistance developed along the slip surface will be equal to cu • l, which act at a radial distance r from centre of rotation O.
When slip is imminent in a cohesive soil, a tension crack will always DevelOP by the top surface of the slope along which no shear resistance can develop,
The depth of tension crack is given by
The effect of tension crack is to shorten the arc length along which shear resistance gets mobilised to AB' and to reduce the angle δ to δ'.
The length of the slip arc to be taken in the computation of resisting force is only AB', since tension crack break the continuity at B'.
The weight of the sliding wedge is weight of the area bounded by the ground surface, slip circle arc AB' and the tension crack.
The boundary layer is the layer of fluid in immediate contact with a bounding surface, where the effects of viscosity are important. Within the boundary layer, the fluid velocity increases from zero at the surface to 99% of the free-stream velocity. The boundary layer equations allow simplifying the full Navier-Stokes equations by dividing flow into viscous and inviscid regions. Laminar and turbulent boundary layers can form, with laminar producing less drag but being prone to separation in adverse pressure gradients. Boundary layer control techniques influence transition and separation.
The document discusses boundary layer concepts and applications including:
1) Boundary layer thicknesses such as displacement thickness and momentum thickness.
2) The exact solution of laminar flow over a flat plate including the governing equations and Blasius solution.
3) Using the momentum integral equation to estimate boundary layer thickness for flows with zero pressure gradient, comparing laminar and turbulent flow results.
4) Drag concepts including friction drag on flat plates and pressure drag on spheres and cylinders, and how streamlining can reduce pressure drag.
5) Lift concepts including characteristics of airfoils and induced drag.
The laminar turbulent transition zone in the boundary layerParag Chaware
This document summarizes the laminar-turbulent transition zone in boundary layers. It begins with a brief history of understanding of transition, from Reynolds' early observations of "flashes" of turbulence to Emmons' proposal of "spots" or islands of turbulence. It discusses the importance of modeling the transition zone for applications involving heat transfer, such as on turbine blades and re-entry vehicles, where peak heat transfer rates occur in the transition region. The key variable during transition is intermittency, the fraction of time the flow is turbulent. The hypothesis of concentrated breakdown successfully explained observed intermittency distributions in terms of the probability of spot formation.
This document summarizes key topics in fluid statics covered in Lecture 3 of Fundamentals of Fluid Mechanics, including the basic equations of fluid statics, pressure variation in static fluids, hydrostatic force on submerged surfaces, and buoyancy. It discusses concepts such as Pascal's law, pressure-height relationships, and calculating forces on plane and curved surfaces. Examples are provided for calculating pressures, forces, and buoyant forces in various fluid static scenarios.
Forces acting on submerged surfaces include hydrostatic forces. Hydrostatic forces form a pressure prism on plane surfaces with a base equal to the surface area and a length equal to the varying pressure. The hydrostatic force passes through the centroid of this pressure prism. For curved surfaces like circles, the hydrostatic force always passes through the center. Hydrostatic forces can be determined on multilayered fluids by considering each fluid-surface interface separately. Examples are given for forces on submerged rectangular and circular plates.
Khosla's theory improved upon Bligh's theory of seepage under hydraulic structures in several ways. Khosla recognized that seepage follows elliptical streamlines rather than the bottom contour as Bligh assumed. Khosla also introduced the important concept of exit gradient and specified that the exit gradient must be less than the critical value to prevent soil particles from being dislodged. While more complex, Khosla's theory provides a more accurate representation of seepage flow compared to Bligh's assumption of linear head loss.
This document discusses concepts related to soil permeability including:
1) Definitions of hydraulic conductivity and how it varies for different soil types.
2) Laboratory and field methods for determining hydraulic conductivity.
3) Factors that influence soil permeability such as particle size, void ratio, pore fluid properties, and soil stratification.
4) Darcy's law which describes the proportional relationship between flow rate and hydraulic gradient in saturated soils.
Convection involves fluid motion and heat conduction. It can be classified as internal, external, compressible, incompressible, laminar, turbulent, natural, or forced flow. Dimensionless numbers like Reynolds, Prandtl, and Nusselt are used to characterize convection problems. Solutions to the convection equations for a flat plate provide important results like boundary layer thicknesses and heat transfer coefficients.
Viscosity is a measure of the friction within a fluid that is shearing. It is defined as the ratio of the shear stress to the strain rate for a fluid undergoing laminar flow between two parallel plates. The viscosity determines the relationship between the shear stress and flow speed. It also determines equations like Poiseuille's equation, which relates viscosity, pressure change, and pipe radius to flow rate through a pipe. Stokes' law gives the drag force on a sphere moving through a fluid in laminar flow as proportional to viscosity and sphere velocity.
This document describes how to model laminar boundary layer flow over a flat plate using COMSOL Multiphysics. It provides instructions to define constants, geometry, boundary conditions, and solve the Navier-Stokes equations. Post-processing includes calculating boundary layer thickness, making contour plots with velocity vectors, and cross-section plots to compare the numerical and analytical solutions. The model is then extended to include heat transfer analysis of the thermal boundary layer.
Effect of mainstream air velocity on velocity profile over a rough flat surfaceijceronline
1) The document discusses an experiment that measured the velocity profile over a rough flat surface at different locations along the surface (sections) and with varying mainstream air velocities.
2) The results showed that at a given location, velocity increased with increasing mainstream velocity. Additionally, boundary layer thickness increased with distance from the leading edge but decreased with increasing mainstream velocity.
3) In conclusion, the velocity over the rough surface was significantly influenced by the incoming air velocity, and boundary layer thickness varied inversely with mainstream velocity but directly with distance from the leading edge.
1. The document discusses external flows over immersed bodies, including the forces of lift and drag. It provides classifications of body shapes and characteristics of boundary layer flows at different Reynolds numbers.
2. Key concepts covered include boundary layer thickness, displacement thickness, momentum thickness, and the analytical solution to the boundary layer equations provided by Blasius for laminar flow over a flat plate.
3. Dimensionless parameters important for external flows are identified as the Reynolds, Mach, and Froude numbers.
This document discusses the features of wing flow at subsonic speeds (M∞ < 1). For unswept high-aspect ratio wings, the flow features are determined by overflow from the lower surface to the upper surface at the wing tips, creating a spanwise flow. This induces a downwash behind the wing and results in induced drag. For optimum wings, the circulation distribution should follow an elliptical law to minimize induced drag. For swept wings, there is an additional curvature of flow lines caused by spanwise flow, affecting pressure distribution across the wing.
This document discusses boundary layer theory and provides formulas to calculate boundary layer thickness, shear stress, and coefficient of drag based on Reynolds number for laminar boundary layer flows. It presents the velocity profile equation and uses it along with Newton's law of viscosity and the momentum integral equation to derive expressions for boundary layer thickness in terms of Reynolds number, shear stress in terms of Reynolds number, and coefficient of drag in terms of Reynolds number.
The document discusses boundary layer concepts introduced by Ludwig Prandtl in 1904. It describes that within the thin boundary layer adjacent to a solid surface, viscosity effects are significant, while outside the boundary layer viscosity effects are negligible and the fluid can be treated as inviscid. The boundary layer concept allows solving viscous flow problems by treating the flow as viscous in the boundary layer and inviscid elsewhere.
Chapter 3 linear wave theory and wave propagationMohsin Siddique
Small amplitude wave theory provides a mathematical description of periodic progressive waves using linear assumptions. It assumes wave amplitude is small compared to wavelength and depth. The key equations derived are the wave dispersion relationship and expressions for water particle velocity, acceleration, and pressure as functions of depth and phase. Wave energy is calculated as the sum of kinetic and potential energy. Wave power is the rate at which wave energy is transmitted shoreward and varies with depth from 0.5 in deep water to 1.0 in shallow water. Wave characteristics like height, length, and celerity change as waves propagate into shallower depths based on conservation of energy.
Boundary layer concept for external flowManobalaa R
This document provides an overview of boundary layer concepts for external flow. It defines a boundary layer as the layer of fluid near a bounding surface where viscous effects are significant. It describes the assumptions of boundary layer theory, including that viscous effects are confined to the thin boundary layer. It also provides the governing equations for a 2D, laminar, steady boundary layer and discusses boundary layer thickness. Finally, it briefly summarizes literature on an experimental study of film cooling in a rotating turbine.
1) Streamwise vortices play an important role in sustaining wall turbulence by regenerating streaks through the lift-up effect.
2) In turbulent plane Couette flow at low Reynolds numbers, streamwise vortices that span the entire gap between plates have been observed.
3) The document proposes a two-step Galerkin projection method to derive a low-order model that can illustrate the dynamics and generation mechanism of these streamwise vortices, in a way that is analogous to what is observed in turbulent boundary layers.
The document discusses fluid mechanics concepts including:
1) Boundary layers form as fluid flows past objects due to viscosity and velocity gradients within the boundary layer.
2) Drag and lift are forces exerted on objects by fluid flow and depend on factors like boundary layer thickness, pressure distribution, and object shape.
3) The Reynolds number compares inertia and viscous forces and indicates laminar or turbulent flow.
STABILITY OF SLOPESSEEPAGE CONTROL MEASURES AND SLOPE PROTECTION
a finite slope AB, the stability of which is to be analyzed.
The method Consists of assuming a number of trial slip circles, and finding the factor of safety of each.
The circle corresponding to the minimum factor of safely is the critical slip circle.
Let AD be a trial slip circle, with r as the radius and O as the centre of rotation
Let W be the weight of the soil of the wedge ABDA of unit thickness, acting through the centroid G.
The driving moment MD will be equal to W x, where x, is the distance of line of action of W from the vertical line passing through the centre of rotation O.
if cu is the unit cohesion, and l is the length of the slip arc AD, the shear resistance developed along the slip surface will be equal to cu • l, which act at a radial distance r from centre of rotation O.
When slip is imminent in a cohesive soil, a tension crack will always DevelOP by the top surface of the slope along which no shear resistance can develop,
The depth of tension crack is given by
The effect of tension crack is to shorten the arc length along which shear resistance gets mobilised to AB' and to reduce the angle δ to δ'.
The length of the slip arc to be taken in the computation of resisting force is only AB', since tension crack break the continuity at B'.
The weight of the sliding wedge is weight of the area bounded by the ground surface, slip circle arc AB' and the tension crack.
The boundary layer is the layer of fluid in immediate contact with a bounding surface, where the effects of viscosity are important. Within the boundary layer, the fluid velocity increases from zero at the surface to 99% of the free-stream velocity. The boundary layer equations allow simplifying the full Navier-Stokes equations by dividing flow into viscous and inviscid regions. Laminar and turbulent boundary layers can form, with laminar producing less drag but being prone to separation in adverse pressure gradients. Boundary layer control techniques influence transition and separation.
The document discusses boundary layer concepts and applications including:
1) Boundary layer thicknesses such as displacement thickness and momentum thickness.
2) The exact solution of laminar flow over a flat plate including the governing equations and Blasius solution.
3) Using the momentum integral equation to estimate boundary layer thickness for flows with zero pressure gradient, comparing laminar and turbulent flow results.
4) Drag concepts including friction drag on flat plates and pressure drag on spheres and cylinders, and how streamlining can reduce pressure drag.
5) Lift concepts including characteristics of airfoils and induced drag.
The laminar turbulent transition zone in the boundary layerParag Chaware
This document summarizes the laminar-turbulent transition zone in boundary layers. It begins with a brief history of understanding of transition, from Reynolds' early observations of "flashes" of turbulence to Emmons' proposal of "spots" or islands of turbulence. It discusses the importance of modeling the transition zone for applications involving heat transfer, such as on turbine blades and re-entry vehicles, where peak heat transfer rates occur in the transition region. The key variable during transition is intermittency, the fraction of time the flow is turbulent. The hypothesis of concentrated breakdown successfully explained observed intermittency distributions in terms of the probability of spot formation.
This document summarizes key topics in fluid statics covered in Lecture 3 of Fundamentals of Fluid Mechanics, including the basic equations of fluid statics, pressure variation in static fluids, hydrostatic force on submerged surfaces, and buoyancy. It discusses concepts such as Pascal's law, pressure-height relationships, and calculating forces on plane and curved surfaces. Examples are provided for calculating pressures, forces, and buoyant forces in various fluid static scenarios.
Forces acting on submerged surfaces include hydrostatic forces. Hydrostatic forces form a pressure prism on plane surfaces with a base equal to the surface area and a length equal to the varying pressure. The hydrostatic force passes through the centroid of this pressure prism. For curved surfaces like circles, the hydrostatic force always passes through the center. Hydrostatic forces can be determined on multilayered fluids by considering each fluid-surface interface separately. Examples are given for forces on submerged rectangular and circular plates.
Khosla's theory improved upon Bligh's theory of seepage under hydraulic structures in several ways. Khosla recognized that seepage follows elliptical streamlines rather than the bottom contour as Bligh assumed. Khosla also introduced the important concept of exit gradient and specified that the exit gradient must be less than the critical value to prevent soil particles from being dislodged. While more complex, Khosla's theory provides a more accurate representation of seepage flow compared to Bligh's assumption of linear head loss.
This document discusses concepts related to soil permeability including:
1) Definitions of hydraulic conductivity and how it varies for different soil types.
2) Laboratory and field methods for determining hydraulic conductivity.
3) Factors that influence soil permeability such as particle size, void ratio, pore fluid properties, and soil stratification.
4) Darcy's law which describes the proportional relationship between flow rate and hydraulic gradient in saturated soils.
Convection involves fluid motion and heat conduction. It can be classified as internal, external, compressible, incompressible, laminar, turbulent, natural, or forced flow. Dimensionless numbers like Reynolds, Prandtl, and Nusselt are used to characterize convection problems. Solutions to the convection equations for a flat plate provide important results like boundary layer thicknesses and heat transfer coefficients.
Viscosity is a measure of the friction within a fluid that is shearing. It is defined as the ratio of the shear stress to the strain rate for a fluid undergoing laminar flow between two parallel plates. The viscosity determines the relationship between the shear stress and flow speed. It also determines equations like Poiseuille's equation, which relates viscosity, pressure change, and pipe radius to flow rate through a pipe. Stokes' law gives the drag force on a sphere moving through a fluid in laminar flow as proportional to viscosity and sphere velocity.
This document describes how to model laminar boundary layer flow over a flat plate using COMSOL Multiphysics. It provides instructions to define constants, geometry, boundary conditions, and solve the Navier-Stokes equations. Post-processing includes calculating boundary layer thickness, making contour plots with velocity vectors, and cross-section plots to compare the numerical and analytical solutions. The model is then extended to include heat transfer analysis of the thermal boundary layer.
Effect of mainstream air velocity on velocity profile over a rough flat surfaceijceronline
1) The document discusses an experiment that measured the velocity profile over a rough flat surface at different locations along the surface (sections) and with varying mainstream air velocities.
2) The results showed that at a given location, velocity increased with increasing mainstream velocity. Additionally, boundary layer thickness increased with distance from the leading edge but decreased with increasing mainstream velocity.
3) In conclusion, the velocity over the rough surface was significantly influenced by the incoming air velocity, and boundary layer thickness varied inversely with mainstream velocity but directly with distance from the leading edge.
1. The document discusses external flows over immersed bodies, including the forces of lift and drag. It provides classifications of body shapes and characteristics of boundary layer flows at different Reynolds numbers.
2. Key concepts covered include boundary layer thickness, displacement thickness, momentum thickness, and the analytical solution to the boundary layer equations provided by Blasius for laminar flow over a flat plate.
3. Dimensionless parameters important for external flows are identified as the Reynolds, Mach, and Froude numbers.
This document discusses boundary layer theory and drag. It explains that drag takes two forms: skin friction drag due to viscous shearing between layers of fluid, and form drag due to pressure changes around bluff objects. Skin friction drag occurs on streamlined objects and results from the no-slip condition and velocity gradient within the boundary layer. Form drag is caused by flow separation and pressure differences acting on bluff bodies, resulting in wakes and vortices. The document provides examples of calculating skin friction drag on plates and form drag on cylinders, and discusses boundary layer profiles and transition between laminar and turbulent flow.
Calculation of Fluid Dynamic for Wind Flow around Reinforced Concrete WallsIJERA Editor
A study on the flow phenomena around free-standing walls is important in practical building construction. In the present paper a numerical study is conducted for two- dimensional incompressible steady flow around freestanding walls using low-Re k-co turbulence model. The separation regions downstream the wall and on the roof of the leeward were predicted. Finally, results of numerical simulation are presented in the form of velocity vectors, velocity contour, pressure contours and streamlines
The document summarizes a numerical investigation of fluid flow around a surface-mounted pyramid. Key findings include:
1) There exists an optimum apex angle and attack angle that results in maximum turbulent intensity and reattachment distance.
2) For the same height and volume, a square-based prism has a longer reattachment distance compared to other shapes.
3) Computed velocity profiles at the rear of the pyramid show higher backflow intensity toward the bottom of the domain.
1. Nozzles are devices that manipulate fluid flow characteristics by changing the velocity and properties of the fluid passing through them. They are commonly used in applications like spray painting and rocket propulsion.
2. Rocket nozzles specifically use the convergent-divergent design, first developed by Gustav De Laval, to accelerate combustion gases and generate thrust. Computational fluid dynamics (CFD) is now widely used to simulate nozzle flows and improve designs.
3. This study uses a Method of Characteristics approach and CFD to design and analyze convergent-divergent rocket nozzles operating at different altitudes, from sea level up to 40km. Validation tests including pressure measurements and Schlieren photography
Analysis Of Owl-Like Airfoil Aerodynamics At Low Reynolds Number FlowKelly Lipiec
The document analyzes the aerodynamic characteristics of an owl-like airfoil at a low Reynolds number of 23,000 using computational fluid dynamics simulations. It finds that the owl-like airfoil achieves higher lift coefficients and lift-to-drag ratios than the Ishii airfoil, which was designed for high performance at low Reynolds numbers. The owl-like airfoil's round leading edge, flat upper surface, and deeply concaved lower surface contribute to lift enhancement through mechanisms like a suction peak and laminar separation bubble near the leading edge. However, the owl-like airfoil does not achieve its minimum drag coefficient at zero lift, unlike the Ishii airfoil. The document aims to provide insights that can
International Journal of Engineering Research and Applications (IJERA) is an open access online peer reviewed international journal that publishes research and review articles in the fields of Computer Science, Neural Networks, Electrical Engineering, Software Engineering, Information Technology, Mechanical Engineering, Chemical Engineering, Plastic Engineering, Food Technology, Textile Engineering, Nano Technology & science, Power Electronics, Electronics & Communication Engineering, Computational mathematics, Image processing, Civil Engineering, Structural Engineering, Environmental Engineering, VLSI Testing & Low Power VLSI Design etc.
This document describes an extension of the SRICOS method for predicting scour depth at bridge piers. The extended method, called E-SRICOS, accounts for variable flow velocities over time (velocity-time histories) and multilayer soil stratigraphy. It accumulates the effects of different velocities and sequences through soil layers to predict scour depth. The document outlines the E-SRICOS algorithms and procedures. It also presents a simplified version, S-SRICOS, and compares predictions of both methods to measurements at eight bridge sites in Texas.
International Journal of Engineering and Science Invention (IJESI)inventionjournals
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, 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
Boundary layer concept
Characteristics of boundary layer along a thin flat plate,
Von Karman momentum integral equation,
Laminar and Turbulent Boundary layers
Separation of Boundary Layer,
Control of Boundary Layer,
flow around submerged objects-
Drag and Lift- Expression
Magnus effect.
This document summarizes an experimental, numerical, and theoretical analysis of supersonic flow over a solid diamond wedge. The study examines boundary layer shockwave effects and pressure coefficients (Cp) for supersonic flow past the wedge. Experimental data is collected from a wind tunnel test using a diamond wedge model. Pressure readings are recorded for various angles of attack and used to calculate Cp. The experimental results are compared to theoretical analyses using Ackeret's linear theory and computational fluid dynamics simulations. Limitations of each method are discussed along with discrepancies between experimental and theoretical results.
Numerical and Analytical Solutions for Ovaling Deformation in Circular Tunnel...IDES Editor
Ovaling deformations develop when waves propagate
perpendicular to the tunnel axis. Two analytical solutions are
used for estimating the ovaling deformations and forces in
circular tunnels due to soil–structure interaction under
seismic loading. In this paper, these two closed form solutions
will be described briefly, and then a comparison between these
methods will be made by changing the ground parameters.
Differences between the results of these two methods in
calculating the magnitudes of thrust on tunnel lining are
significant. For verifying the results of these two closed form
solutions, numerical analyses were performed using finite
element code (ABAQUS program). These analyses show that
the two closed form solutions provide the same results only
for full-slip condition.
IRJET - Effect of Local Scour on Foundation of Hydraulic StructureIRJET Journal
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The document discusses fluid mechanics concepts including:
1) Boundary layers form as fluid flows past objects due to viscosity and velocity gradients within the boundary layer.
2) Drag and lift are forces exerted on objects by fluid flow and depend on factors like boundary layer thickness, pressure distribution, and object shape.
3) The Reynolds number compares inertia and viscous forces and indicates laminar or turbulent flow.
In this study the kinematic wave equation has been solved numerically using the modified Lax
explicit finite difference scheme (MLEFDS) and used for flood routing in a wide prismatic channel and a nonprismatic
channel. Two flood waves, one sinusoidal wave and one exponential wave, have been imposed at the
upstream boundary of the channel in which the flow is initially uniform. Six different schemes have been
introduced and used to compute the routing parameter, the wave celerity c. Two of these schemes are based on
constant depth and use constant celerity throughout the computation process. The rest of the schemes are based
on local depths and give celerity dependent on time and space. The effects of the routing parameter c on the
travel time of flood wave, the subsidence of the flood peak and the conservation flood flow volume have been
studied. The results seem to indicate that there is a minimal loss/gain of flow volume whatever the scheme is.
While it is confirmed that neither of the schemes is 100% volume conservative, it is found that the scheme
Kinematic Wave Model-2 (KWM-II) gives the most accurate result giving only 0.1% error in perspective of
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To compare different turbulence models for the simulation of the flow over NA...Kirtan Gohel
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1. THEORY OF VISCOUS FLOWS
COURSE # MECH5001
FINAL TERM PROJECT
NAME: SAUMITRA GOKHALE DATE : April 9th
2014
STUDENT # 100907042
TITLE: ANALYSIS OF FLUID FLOW AROUND A CANNON
BALL IN A PROJECTILE MOTION
1. ABSTRACT:
The object selected for analysis of fluid flow in the Final Term Report is a Cannon ball. Using
CFX a quasi three-dimensional air flow around cannonball in simulated. Appropriate input and
boundary conditions are applied and pertinent results including Boundary layer thickness,
Displacement thickness, Momentum thickness, Shape factor, drag coefficient and velocity &
pressure distribution are obtained.
2. INTRODUCTION:
A. Background:
A Cannonball, which is selected topic for analysis of fluid flow, is used in war from ancient
times. It was first used in 14th
century in Florence, Italy. But since then it took time to
develop as an effective weapon that can be used in large scale. In early 1700s cannon was a
common weapon that was used in European armouries and successfully became integral part
of the field artillery. [1]
Later in the civil war, various types of cannons were used, having more velocity and longer
range. However for firing at higher trajectories and short ranges, two types of Smoothbore
cannons, guns and howitzers were used. [2]
B. Literature search report:
A cannon ball is considered as a solid sphere in this project. A solid sphere has a great
importance in environment and technology world. Analysis of a fluid flow in a solid sphere
provides a background for analysis of more complicated situations involving un-steady flows,
non-uniform flows and no spherical bodies. [3]
There can be two types of flows related to sphere; either it can be a flow passing through a
stationery sphere or a sphere moving in the stationery fluid. In this project, since cannon ball
is moving in a projectile motion, second type of flow that is sphere moving in a stationery
fluid is considered. [3]
2. Consider sphere moving in a fluid as shown in Figure
1. By providing no slip conditions on sphere there
implies there is a zero velocity at the surface of the
sphere. As a result there will be existence of a velocity
gradient which is responsible for a shear stress on the
surface of the sphere. By taking summation of shear
surface over entire surface will denote total drag force.
[3]
Regarding velocity and pressure distribution, at the stagnation point velocity should be zero
and pressure should be maximum around the surface of the sphere. Significance of shape
factor is, it gives type of boundary layer for laminar boundary layer shape factor should be
around 2.6.
Type of boundary layer depends on Reynolds Number. It might be laminar or turbulent for
low and high Reynolds no. respectively. As discussed earlier, there will be velocity gradient,
since velocity at the surface is zero. It increases as it moves away from the surface; however
it will never be equal to free stream velocity. In a laminar boundary layer velocity changes
uniformly as it moves away from the surface. A point at which velocity equals to 99% of free
stream velocity will denote Boundary layer thickness (δ). On the other hand in turbulent
boundary layer, velocity change is characterised by unsteady flow, inside the boundary layer.
Displacement thickness (δ*
) is the distance the surface would have moved in the y-direction
to reduce the flow by volume equivalent to real effect of the boundary layer. Momentum
thickness represents a thickness of the free stream flow that has a momentum equal to the
momentum deficit in the boundary layer. [4][5]
C. Statement of the problem:
For analysis of a fluid flow around a cannon ball in a projectile motion, is carried out. As
cannon ball is fired from the cannon initial velocity of 50 m/s is assumed (in the proposal
9.75 m/s was assumed, slight modification is done). As it moves through the air in a projectile
motion, velocity of the cannon ball decreases till it reaches at the top and it increases as ball
descends. By taking particular time interval (dt) and obtaining tangential velocity in that
interval , type of fluid flow around a sphere, whether laminar or turbulent or does it changes
from laminar to turbulent as it moves in a projectile motion, can be analysed.
For obtaining velocity in particular time interval (dt), analysis of the projectile path that
cannon ball will follow is carried out. Apart from assuming velocity, angle at which ball is
fired is also assumed as 60°. Also gravitational acceleration taken as 9.8 m/s2
and time step
(dt) is taken as 0.1. all the details are included in the excel sheet and analysis is performed as
tabulated in the Table 1.
Figure 1 Flow over Sphere [3]
3. Velocity in X-direction is calculated by the formula Vx = V*Sin 60, since 60° is the angle at
which cannon ball is fired and velocity in Y-direction is calculated using Vy= V*cos 60.
Once ball is fired from the cannon with initial velocity V, its speed will drop due to
gravitational force (g) till it reaches the top and then it will gain speed due to gravitational
force till it reach ground. Similar types of results are obtained and can be verified from Table
1 by comparing resultant velocity (U) values. X and Y values denoted amount which is
traveled by the cannon ball in x and y direction respectively. From Table 2 it is evident that
cannon ball will travel approximately 216.5 meters in x-direction till it touches the ground
and maximum 29.43 meters in y-direction.
Table 1: Projectile path analysis
By plotting X and Y values as shown in Figure
2, path travelled by the ball can be obtained.
Once resultant velocity is calculated in each
time step, it is used as an inlet for simulating
the flow in that time interval. So that by
simulation type of flow as can be obtained.
Various boundary conditions which are
necessary for simulation is discussed as below:
As stated earlier, simulation is to be performed
on a quasi three-dimensional air flow around a
cannon ball which is considered as smooth Sphere. The diameter of the Cannon ball is
assumed as 10 cm. An appropriate size enclosure is created (20*diameter in both positive and
negative X,Y and Z direction).
Inlet conditions are assigned as velocity U= 50 m/s for dt=0 and U= 45.89161 m/s for dt= 1
second and so on. An outlet has zero gauge average static pressure. Other boundary
condition includes free slip on all domain boundaries that is an enclosure and no slip on
Sphere surface. Also, biased accumulation of nodes towards the wall should be generated in
CFX meshing. Air at 25 Celsius, 1 atm reference pressure and no turbulence and heat transfer
model to be created in CFX. Using above data, analysis of grid convergence using coefficient
of drag as the determining parameter is performed along with analysis of flow and plotting
other major parameters like Boundary Layer Thickness, displacement thickness etc.
Time(dt) (sec) Vx (m/s) Vy(m/s) U(m/s) x (m) y (m)
0 43.30127 25 50 0 0
1 43.30127 15.2 45.89161 43.30127 19.61
2 43.30127 5.4 43.63668 86.60254 29.42
3 43.30127 -4.4 43.52425 129.9038 29.43
4 43.30127 -14.2 45.57017 173.2051 19.64
5 43.30127 -24 49.50758 216.5064 0.01
Figure 2 Projectile motion
4. 3. METHODS:
A. Geometry & Meshing:
Sphere of diameter 10 cm (100 mm) is created and
then sufficient large enclosure is generated.
Dimension of an enclosure is 2000
mm*2000mm*2000mm. Resulting geometry is as
shown in Figure 3. Using Booleans operation area of
the sphere is subtracted from enclosure area and the
geometry then carried forward for meshing.
For meshing, new section plane is used and whole
geometry is cut into half (approximately) then using
named selection mesh is generated on the geometry.
For the mesh relevance centre is selected as course
at first then by using grid convergence and
changing it to medium and then to fine more
accurate results were obtained, Advanced size
function is kept on: proximity and curvature,
smoothing set as High. Inflation option is set as
smooth transition and maximum layers are
assigned as 20. Resulting mesh is as shown in
Figure 4.
B. Equations:
The next step is to use the equations that are
necessary for obtaining major parameters like
Boundary layer thickness, Displacement thickness,
Momentum thickness, Shape factor and the drag
coefficient.
Reynolds No. can be calculated as,
𝑅𝑒 =
𝜌∗𝑑∗𝑈
𝜇
……………….Equation (1)
Where, ρ = Density (kg/m³) = 1.185 kg/m³
d = Diameter of cylinder (m) = 10 mm = 0.01 m
U = Constant normal velocity (m/s) = 42 m/s
µ = Dynamic viscosity ( kg/m*s) = 1.8* 10-05
( kg/m*s)
Coefficient of Drag can be calculated as,
𝐶𝑑 =
2∗𝐹𝑑
𝜌∗𝑈∗𝑈∗𝐴
……………….Equation (2)
Where,
Fd= Drag force (N) and A = Area (m2
)
Figure 3 Geometry
Figure 4 Mesh
5. Navier-Stokes equation [7]:
Navier Stokes equation in common dimensional form for two dimensional incompressible
fluid flows can be written as shown below.
𝜕𝑢
𝜕𝑥
+
𝜕𝑣
𝜕𝑦
= 0
𝜕𝑢
𝜕𝑡
+ 𝑢
𝜕𝑢
𝜕𝑥
+ 𝑣
𝜕𝑢
𝜕𝑦
= [
𝜕𝑈
𝜕𝑡
+ 𝑈
𝜕𝑈
𝜕𝑥
] + 𝑔𝑥 𝛽 ( 𝑇 − 𝑇0) + 𝑣
𝜕2
𝑢
𝜕𝑦2
Where, U= U (x,t) is a free stream velocity just outside the boundary layer.
Boundary layer thickness, displacement thickness and momentum thickness can be obtained
using Equation 3, Equation 4 and Equation 5 respectively.
𝑢(𝛿) = 0.99𝑈 ………………….Equation (3)
By taking values of u/U and comparing the y value corresponding to 0.99, boundary layer
thickness can be obtained.
For calculating simulated displacement thickness following equation is used.
𝛿∗
= ∫ (1 −
𝑢
𝑈
𝛿
0
) 𝑑𝑦 = 𝛿 − ∫ (
𝑢
𝑈
)
𝛿
0
𝑑𝑦…………Equation (6)
And
Momentum thickness is given by,
𝜃 = ∫
𝑢
𝑈
(1 −
𝑢
𝑈
𝛿
0
) 𝑑𝑦…………Equation (7)
Once displacement thickness and momentum thickness is obtained, these results can be used
to calculate the Shape factor (H) which is important in determining nature of the flow and
can be calculated using following Equation (8)
𝐻 =
𝛿∗
𝜃
………………….. Equation (8)
4. RESULTS AND DISCUSSIONS:
A. Calculation of coefficient of drag:
Drag coefficient is calculated using Equation 1 and Equation 2. First, Reynolds no. is
calculated from Equation 1. Using that Reynolds no. reference value (approximate) for
coefficient of drag for sphere can be obtained from adjacent Figure 5.
6. After obtaining reference drag coefficient value, simulated drag coefficient value is obtained
from Equation 2. For each mesh size that is for course, medium and fine different values of
drag coefficients are obtained and they are compared with reference coefficient values
obtained from previous step. All the results are summarised in following Table 2 and results
are plotted in Figure 6 as below.
dt U(m/s) Re
(10^4)
Fine Medium Course
Reference Value
(approx)
Error
(%)
cd cd cd cd
0 50 32.37 0.32 0.318 0.3161 0.38 16.38
1 45.89161 29.71 0.275 0.275 0.27237 0.37 26.3
2 43.63668 28.256 0.2515 0.251 0.2502 0.36 30.5
3 43.52425 28.1837 0.25 0.2499 0.2485 0.35 29
4 45.57017 28.2134 0.271 0.27 0.2703 0.36 25
5 49.50758 32.058 0.314 0.31339 0.3133 0.37 15.3
Table 2: Summary of results
It is evident from the Table 2 that, as mesh size is changed from course to fine more accurate
results are obtained, since error mentioned in the last column is associated with either Course
mesh size values or medium mesh size values, which implies Fine mesh size gives most
accurate values.
B. Calculation of Boundary layer thickness, Displacement thickness and momentum
thickness:
By calculating Boundary layer thickness, displacement thickness and momentum thickness at
time interval (dt = 1,2,3,4 & 5) and refereeing to corresponding resultant velocity values,
nature of the flow on cannon throughout its projectile motion can be predicated Hence, for
calculation of Boundary layer thickness, displacement thickness and momentum thickness
surface of the sphere is divided in 5 lines, with first line at an angle (φ) = 0° and second line
Figure 5: Cd vs Re [6]
Figure 6: Cd and Grid Convergence effect
7. at an angle (φ) = 45° and so on. Each of those lines data then exported to excel. Then,
exported velocity u is divided by U and all the corresponding values are obtained. For time
interval dt =0, from Table 1 value of U is equal to 50 m/s, for time interval dt = 1, value of U
is equal to 45.89161 m/s and for time interval dt = 2, value of U is equal to 43.63668 m/s.
From Table 1 it is evident that after time interval dt = 2, cannon ball reaches its peak position
and starts to descend and flow will be almost similar as in early stages of projectile motion.
Hence, analysis for Boundary layer thickness, displacement thickness and momentum
thickness is limited to time interval dt = 2 and velocity U= 43.63668 m/s.
As discussed earlier, after obtaining u/U values, (1-u/U) can be obtained. By using Equation
6, displacement thickness δ* can be obtained. By multiplying (1-u/U) values with u/U and by
using Equation 7, momentum thickness (θ) can be calculated. Once δ* and θ is calculated,
shape factor, H is obtained from Equation 8.
Results of Boundary layer thickness, displacement thickness and momentum thickness are
plotted for each time interval as below.
C. Shape Factor calculation:
Shape factor results are tabulated is Table 3
as shown below.
dt H Reference H Error %
0 1.010122
1.4
27.84839
1 1.010022 27.8555
2 1.010089 27.85
Table 3: Shape Factor (H)
For Laminar flow Shape factor should be
around 2.6 and should be 1.4- 1.5 for
turbulent flow.
0
0.0002
0.0004
0.0006
0.0008
0.001
0.0012
0.0014
0 50 100 150 200
δ*
Angle Ψ
Displacement Thickness
dt = 2
dt = 1
dt = 0
0
0.02
0.04
0.06
0.08
0.1
0.12
0 50 100 150
δ
Angle Ψ
Boundary Layer Thickness
dt = 2
dt = 1
dt =0
0
0.0002
0.0004
0.0006
0.0008
0.001
0.0012
0.0014
0 50 100 150 200
ϴ
Angle Ψ
Momentum Thickness
dt = 2
dt = 1
dt = 0
8. D. Pressure and velocity distribution:
From pressure and contour plot in results, there was minimum velocity on the stagnation
point, on the other hand pressure at the stagnation point observed maximum. On the upstream
of the sphere away from stagnation point velocity will increase and pressure will drop till it
reaches end of the upstream of sphere.
5. CONCLUSIONS:
Using CFX a quasi three-dimensional air flow around cannonball in simulated. Cannonball is
assumed as a smooth sphere, also initial velocity of the cannonball is assumed as 50 m/s. First
analysis of cannon balls project motion is carried out thereby acquiring necessary input details for
example inlet velocity. Cannon balls projectile motion is divided into certain time interval (dt)
and analysis of fluid flow in that particular time interval is carried out.
Desired results were obtained for coefficient of drag with error ranging from 15.3 % to 30.5 %.
Maximum error was recorded in simulation for time interval dt = 2. On the other hand simulation
for time interval dt = 5 is recorded most accurate.
After calculating coefficient of drag, Boundary layer thickness, displacement thickness and
momentum thickness were calculated. The project successfully meets with the primary aim of
predicting nature of the flow of the cannon ball in a projectile path. From Boundary layer
thickness, displacement thickness and momentum thickness calculations, shape factor (H) is
calculated. The value of the shape factor obtained in between 1.010022 and 1.010122 thereby
predicting the flow remains turbulent in whole projectile path, since shape factor should be
around 1.4 in Turbulent flow. This fact can also be verified from Reynolds no. since Reynolds no.
is higher in this case, it is expected that flow is turbulent for higher Reynolds no.
6. REFERENCES:
[1]: http://www.motherbedford.com/Cannon.htm
[2]: http://www.treasurenet.com/forums/today-s-finds/92585-another-civil-war-cannon-ball.html
[3]:http://ocw.mit.edu/courses/earth-atmospheric-and-planetary-sciences/12-090-special-topics-
an-introduction-to-fluid-motions-sediment-transport-and-current-generated-sedimentary-
structures-fall-2006/lecture-notes/ch2.pdf
[4]: Lecture notes by Prof Edgar Matida
[5]: http://www.grc.nasa.gov/WWW/k-12/airplane/boundlay.html
[6]: http://www.symscape.com/files/pictures/sphere-sports/sphere-cd-re.png
[7]: F.M. White, "Fluid Mechanics", McGraw-Hill