Section 1: Molecular Momentum Transport

Total Page:16

File Type:pdf, Size:1020Kb

Section 1: Molecular Momentum Transport Section 1: Molecular Momentum Transport Newton’s Law of Viscosity What is viscosity? Viscosity is a physical property of fluids (liquids and gasses) that pretty much measures their resistance to flow. On a more fundamental level, the term “flow” refers to molecules moving along due to some net force. The more a fluid is able to withstand that force, the greater its viscosity. Using a more anecdotal example, if you’re not someone who normally “goes with the flow”, you might consider yourself viscous. As we’ll talk about in just a bit, viscosity is very much tied in with velocity of a fluid. If you were to pour honey and water out of a cup, obviously the honey would flow slower and would be deemed more viscous than water. While this is true, I challenge you to think of it more like “under the same amount of force (i.e gravity), honey will flow much slower than water due to its viscosity”. Parallel Plate Example Let’s consider a pair of large parallel plates. They each have a surface area of A and are separated by a distance of Y. In between, there is some fluid (which again, could be a liquid or a gas) that reside in layers between the plates. A Y y x Now consider what happens at four different time intervals: a) b) c) d) Some additional context: - Stationary plate begin to move at our relative t = 0 - We assumed the “no-slip” condition, where the layer of molecules in direct contact with the bottom plate move together with the same velocity in the x-direction, vx - The first layer of molecules “drag” the subsequent layers, each which has a slightly lower velocity – this creates a velocity gradient (further explained in a bit). By logic, you can reason the following proportionalities: - If you had larger plates (A), you would need a greater force (F) to maintain the same velocity (v) - If you wanted a greater velocity (v), you would have to apply more force (F) - Full disclosure: to this day I still don’t have a good grasp of why F is inversely proportional to Y, so here’s an example of some hand-waviness This yields the following symbolic relationship, where μ is the viscosity of the fluid. 퐹 푣 = 휇 퐴 푌 If you are familiar with material sciences, you may notice that F/A is essentially the term for stress. There are in fact two types of stresses; tensile and shear. A simple way to distinguish the two is that tensile stress acts perpendicularly on the surface of an object/molecule, whereas shear stress acts tangentially to a surface. As we are dealing with molecules “dragging” and “sliding” past each other to drive flow, we are more interested in shear forces acting on the molecule, generally denoted by τ. = = In the example for the parallel plate, we can further understand the behaviour of shear stress and how it acts as a means of momentum transport. As the first plate moves with some momentum (which is just velocity when you include considerations of mass), molecules on the first layer shears against the next layer and begins to drag them in the same direction. Albeit, it will have a slightly lower momentum due to the viscosity of the fluid. And then the second layer drags the third, and so on, with each layer gaining some amount of momentum like a decreasing domino effect. Overall, momentum of fluid changes from high to low as you move in the positive y- direction. In other words, there is a transfer of x-momentum as you move in the y- direction. As such, shear stress here can be further denoted as τyx, which has the net effect of causing flux of x-momentum in the positive y-direction, where flux means “flow per unit area”. It’s important to note that flux is always perpendicular to the flow direction. F/A is thus replaced by τyx. Finally, we replace V/Y with -휕vx/휕y. Essentially this explicitly represents the rate at which momentum in the x-direction decreases as you move in the y-direction. We then arrive at Newton’s Law of Viscosity: 휕푣 휏 = −휇 푥 푦푥 휕푦 As an exercise, could you determine units of viscosity from this equation? (Hint: stress is measured in ‘N/m2’, velocity is measured in ‘m/s’, and distance is measured in ‘m’) This may seem trivial, but in all honestly unit analysis is a skill that I don’t believe is emphasized enough for engineers. It serves as a means of ensuring your models are set up properly and that you didn’t accidently forget to include a key term. If it’s not arrantly obvious, try to prove on a piece of paper or something that viscosity has units of N•s/m2, or Pa•s. Not all fluids follow this law exactly. Usually gasses or liquids with molecular weights < 5000 g/mol behave in this manner, and are called “Newtonian Fluids”. Newtonian fluids are your friend. While they are still somewhat of a simplification, they are still surprisingly apt at representing most common fluids. Furthermore, we can actually prove that stress and momentum flux are one in the same through unit analysis. Let’s first consider the units of stress, where [=] denotes “has units of”. 휕푣 푚 1 휏 = −휇 푥 [=] 푃푎 ∙ 푠 ( ∙ ) 푦푥 휕푦 푠 푚 Right away, we can cancel out the distance and time units, which leaves us with just Pa. Then expand Pa -> N/m2. Since N is the unit of force, and F = ma, we can then replace N with the units of mass and acceleration. 푚 푚 1 푁 (푘푔 ∙ 2) 푃푎 ∙ 푠 ( ∙ ) = ( ) = 푠 푠 푚 푚2 푚2 Momentum, p, is mass times velocity, so we can collect the “kg” and an (m/s), then clean up the rest. 푚 1 (푘푔 ∙ 2) 푝 ∙ 푠 = 푠 푚2 푚2 푝 ∴ 휏 [=] 푚2푠 Momentum per unit area is defined as momentum flux. It is also per unit time, which is because it’s a time-dependent process that changes until it reaches steady-state. We’re going to use a similar approach to relate future terms to momentum flux. Generalization of Newton’s Law of Viscosity In the parallel plate example, we only needed to consider vx (velocity of fluid moving in the x-direction), however there exists other situations where vy and vz come into play for momentum transport. In order to apply Newton’s Law of Viscosity to all scenarios, we need to take into account the transport of momentum from all forces in all directions Assume you have an infinitesimally small cubic element in a fluid with axes in the x, y, and z direction. We can use this as a model to describe pressure and viscous forces. y-plane z-plane x-plane Pressure forces act perpendicularly to a plane or surface. In relation to fluids, this is also known as hydrostatic pressure, which acts on a fluid whether it is stationary or moving. It can also be used to drive fluid flow, as pressure exerts a stress in the direction of high-pressure to low-pressure (think about how a straw works). Pressure forces are denoted by P. Viscous forces can act on a plane in any direction, except perpendicularly. Fortunately, as with all vectors in Cartesian coordinates, you can decompose viscous forces at any angle into terms of x-, y- and z-components. Be careful here – although we’re saying that viscous forces do not directly act perpendicularly to a plane, there can be components that do (but we will group these with pressure forces later on). As you may have figured out by now, viscous forces are actually the same thing as shear stress described in the last section as τ. Here’s a picture distinguishing between pressure forces (left) and the components of viscous forces (right) relative to a typical xyz axis. Going one step further, you can imagine how both pressure and viscous forces can move fluids. If you kick a ball square-on, it will move. If you skim the top of the ball with your heel, it will still move. Taking a holistic view, you can combine the two forces, and write out the components that will act on each plane: X-Plane Y-Plane Z-Plane τxx + P τyx τzx τxy τyy + P τzy τxz τyz τzz + P *Don’t forget that τij means “motion in the j-direction with flux in the i-direction”. You can refer back to the parallel plate example to make sure this resonates. This can be written as a matrix and is denoted by Пij, or otherwise known as a “molecular stress tensor”. As the name kind of insinuates, Пij captures both of the molecular-driven forces (viscous and pressure) in all directions. Here is the full form: One last concluding notes regarding Newton’s Law of Viscosity. The full form of the equation is actually as follows: 휕푣 휕푣 2 휕푣 휕푣 휕푣 휏 = −휇 ( 푗 + 푖) + ( 휇 − 푘) ( 푥 + 푦 + 푧) 훿 , where 훿 = 0 for i ≠ j 푖푗 휕푖 휕푗 3 휕푥 휕푦 휕푧 푖푗 푖푗 Under the assumption that the fluids (or the molecules) we’re working with are non- compressible, the whole second term of the sum equals zero. Furthermore, you might notice that there are two velcoities derivatives that are considered in the first term now. Fortunately, you’ll often find that one or both of those terms will equal zero as well.
Recommended publications
  • Glossary Physics (I-Introduction)
    1 Glossary Physics (I-introduction) - Efficiency: The percent of the work put into a machine that is converted into useful work output; = work done / energy used [-]. = eta In machines: The work output of any machine cannot exceed the work input (<=100%); in an ideal machine, where no energy is transformed into heat: work(input) = work(output), =100%. Energy: The property of a system that enables it to do work. Conservation o. E.: Energy cannot be created or destroyed; it may be transformed from one form into another, but the total amount of energy never changes. Equilibrium: The state of an object when not acted upon by a net force or net torque; an object in equilibrium may be at rest or moving at uniform velocity - not accelerating. Mechanical E.: The state of an object or system of objects for which any impressed forces cancels to zero and no acceleration occurs. Dynamic E.: Object is moving without experiencing acceleration. Static E.: Object is at rest.F Force: The influence that can cause an object to be accelerated or retarded; is always in the direction of the net force, hence a vector quantity; the four elementary forces are: Electromagnetic F.: Is an attraction or repulsion G, gravit. const.6.672E-11[Nm2/kg2] between electric charges: d, distance [m] 2 2 2 2 F = 1/(40) (q1q2/d ) [(CC/m )(Nm /C )] = [N] m,M, mass [kg] Gravitational F.: Is a mutual attraction between all masses: q, charge [As] [C] 2 2 2 2 F = GmM/d [Nm /kg kg 1/m ] = [N] 0, dielectric constant Strong F.: (nuclear force) Acts within the nuclei of atoms: 8.854E-12 [C2/Nm2] [F/m] 2 2 2 2 2 F = 1/(40) (e /d ) [(CC/m )(Nm /C )] = [N] , 3.14 [-] Weak F.: Manifests itself in special reactions among elementary e, 1.60210 E-19 [As] [C] particles, such as the reaction that occur in radioactive decay.
    [Show full text]
  • 10-1 CHAPTER 10 DEFORMATION 10.1 Stress-Strain Diagrams And
    EN380 Naval Materials Science and Engineering Course Notes, U.S. Naval Academy CHAPTER 10 DEFORMATION 10.1 Stress-Strain Diagrams and Material Behavior 10.2 Material Characteristics 10.3 Elastic-Plastic Response of Metals 10.4 True stress and strain measures 10.5 Yielding of a Ductile Metal under a General Stress State - Mises Yield Condition. 10.6 Maximum shear stress condition 10.7 Creep Consider the bar in figure 1 subjected to a simple tension loading F. Figure 1: Bar in Tension Engineering Stress () is the quotient of load (F) and area (A). The units of stress are normally pounds per square inch (psi). = F A where: is the stress (psi) F is the force that is loading the object (lb) A is the cross sectional area of the object (in2) When stress is applied to a material, the material will deform. Elongation is defined as the difference between loaded and unloaded length ∆푙 = L - Lo where: ∆푙 is the elongation (ft) L is the loaded length of the cable (ft) Lo is the unloaded (original) length of the cable (ft) 10-1 EN380 Naval Materials Science and Engineering Course Notes, U.S. Naval Academy Strain is the concept used to compare the elongation of a material to its original, undeformed length. Strain () is the quotient of elongation (e) and original length (L0). Engineering Strain has no units but is often given the units of in/in or ft/ft. ∆푙 휀 = 퐿 where: is the strain in the cable (ft/ft) ∆푙 is the elongation (ft) Lo is the unloaded (original) length of the cable (ft) Example Find the strain in a 75 foot cable experiencing an elongation of one inch.
    [Show full text]
  • Glossary: Definitions
    Appendix B Glossary: Definitions The definitions given here apply to the terminology used throughout this book. Some of the terms may be defined differently by other authors; when this is the case, alternative terminology is noted. When two or more terms with identical or similar meaning are in general acceptance, they are given in the order of preference of the current writers. Allowable stress (working stress): If a member is so designed that the maximum stress as calculated for the expected conditions of service is less than some limiting value, the member will have a proper margin of security against damage or failure. This limiting value is the allowable stress subject to the material and condition of service in question. The allowable stress is made less than the damaging stress because of uncertainty as to the conditions of service, nonuniformity of material, and inaccuracy of the stress analysis (see Ref. 1). The margin between the allowable stress and the damaging stress may be reduced in proportion to the certainty with which the conditions of the service are known, the intrinsic reliability of the material, the accuracy with which the stress produced by the loading can be calculated, and the degree to which failure is unattended by danger or loss. (Compare with Damaging stress; Factor of safety; Factor of utilization; Margin of safety. See Refs. l–3.) Apparent elastic limit (useful limit point): The stress at which the rate of change of strain with respect to stress is 50% greater than at zero stress. It is more definitely determinable from the stress–strain diagram than is the proportional limit, and is useful for comparing materials of the same general class.
    [Show full text]
  • Viscosity of Gases References
    VISCOSITY OF GASES Marcia L. Huber and Allan H. Harvey The following table gives the viscosity of some common gases generally less than 2% . Uncertainties for the viscosities of gases in as a function of temperature . Unless otherwise noted, the viscosity this table are generally less than 3%; uncertainty information on values refer to a pressure of 100 kPa (1 bar) . The notation P = 0 specific fluids can be found in the references . Viscosity is given in indicates that the low-pressure limiting value is given . The dif- units of μPa s; note that 1 μPa s = 10–5 poise . Substances are listed ference between the viscosity at 100 kPa and the limiting value is in the modified Hill order (see Introduction) . Viscosity in μPa s 100 K 200 K 300 K 400 K 500 K 600 K Ref. Air 7 .1 13 .3 18 .5 23 .1 27 .1 30 .8 1 Ar Argon (P = 0) 8 .1 15 .9 22 .7 28 .6 33 .9 38 .8 2, 3*, 4* BF3 Boron trifluoride 12 .3 17 .1 21 .7 26 .1 30 .2 5 ClH Hydrogen chloride 14 .6 19 .7 24 .3 5 F6S Sulfur hexafluoride (P = 0) 15 .3 19 .7 23 .8 27 .6 6 H2 Normal hydrogen (P = 0) 4 .1 6 .8 8 .9 10 .9 12 .8 14 .5 3*, 7 D2 Deuterium (P = 0) 5 .9 9 .6 12 .6 15 .4 17 .9 20 .3 8 H2O Water (P = 0) 9 .8 13 .4 17 .3 21 .4 9 D2O Deuterium oxide (P = 0) 10 .2 13 .7 17 .8 22 .0 10 H2S Hydrogen sulfide 12 .5 16 .9 21 .2 25 .4 11 H3N Ammonia 10 .2 14 .0 17 .9 21 .7 12 He Helium (P = 0) 9 .6 15 .1 19 .9 24 .3 28 .3 32 .2 13 Kr Krypton (P = 0) 17 .4 25 .5 32 .9 39 .6 45 .8 14 NO Nitric oxide 13 .8 19 .2 23 .8 28 .0 31 .9 5 N2 Nitrogen 7 .0 12 .9 17 .9 22 .2 26 .1 29 .6 1, 15* N2O Nitrous
    [Show full text]
  • On Nonlinear Strain Theory for a Viscoelastic Material Model and Its Implications for Calving of Ice Shelves
    Journal of Glaciology (2019), 65(250) 212–224 doi: 10.1017/jog.2018.107 © The Author(s) 2019. This is an Open Access article, distributed under the terms of the Creative Commons Attribution-NonCommercial-NoDerivatives licence (http://creativecommons.org/licenses/by-nc-nd/4.0/), which permits non-commercial re-use, distribution, and reproduction in any medium, provided the original work is unaltered and is properly cited. The written permission of Cambridge University Press must be obtained for commercial re- use or in order to create a derivative work. On nonlinear strain theory for a viscoelastic material model and its implications for calving of ice shelves JULIA CHRISTMANN,1,2 RALF MÜLLER,2 ANGELIKA HUMBERT1,3 1Division of Geosciences/Glaciology, Alfred Wegener Institute Helmholtz Centre for Polar and Marine Research, Bremerhaven, Germany 2Institute of Applied Mechanics, University of Kaiserslautern, Kaiserslautern, Germany 3Division of Geosciences, University of Bremen, Bremen, Germany Correspondence: Julia Christmann <[email protected]> ABSTRACT. In the current ice-sheet models calving of ice shelves is based on phenomenological approaches. To obtain physics-based calving criteria, a viscoelastic Maxwell model is required account- ing for short-term elastic and long-term viscous deformation. On timescales of months to years between calving events, as well as on long timescales with several subsequent iceberg break-offs, deformations are no longer small and linearized strain measures cannot be used. We present a finite deformation framework of viscoelasticity and extend this model by a nonlinear Glen-type viscosity. A finite element implementation is used to compute stress and strain states in the vicinity of the ice-shelf calving front.
    [Show full text]
  • Guide to Rheological Nomenclature: Measurements in Ceramic Particulate Systems
    NfST Nisr National institute of Standards and Technology Technology Administration, U.S. Department of Commerce NIST Special Publication 946 Guide to Rheological Nomenclature: Measurements in Ceramic Particulate Systems Vincent A. Hackley and Chiara F. Ferraris rhe National Institute of Standards and Technology was established in 1988 by Congress to "assist industry in the development of technology . needed to improve product quality, to modernize manufacturing processes, to ensure product reliability . and to facilitate rapid commercialization ... of products based on new scientific discoveries." NIST, originally founded as the National Bureau of Standards in 1901, works to strengthen U.S. industry's competitiveness; advance science and engineering; and improve public health, safety, and the environment. One of the agency's basic functions is to develop, maintain, and retain custody of the national standards of measurement, and provide the means and methods for comparing standards used in science, engineering, manufacturing, commerce, industry, and education with the standards adopted or recognized by the Federal Government. As an agency of the U.S. Commerce Department's Technology Administration, NIST conducts basic and applied research in the physical sciences and engineering, and develops measurement techniques, test methods, standards, and related services. The Institute does generic and precompetitive work on new and advanced technologies. NIST's research facilities are located at Gaithersburg, MD 20899, and at Boulder, CO 80303.
    [Show full text]
  • Navier-Stokes-Equation
    Math 613 * Fall 2018 * Victor Matveev Derivation of the Navier-Stokes Equation 1. Relationship between force (stress), stress tensor, and strain: Consider any sub-volume inside the fluid, with variable unit normal n to the surface of this sub-volume. Definition: Force per area at each point along the surface of this sub-volume is called the stress vector T. When fluid is not in motion, T is pointing parallel to the outward normal n, and its magnitude equals pressure p: T = p n. However, if there is shear flow, the two are not parallel to each other, so we need a marix (a tensor), called the stress-tensor , to express the force direction relative to the normal direction, defined as follows: T Tn or Tnkjjk As we will see below, σ is a symmetric matrix, so we can also write Tn or Tnkkjj The difference in directions of T and n is due to the non-diagonal “deviatoric” part of the stress tensor, jk, which makes the force deviate from the normal: jkp jk jk where p is the usual (scalar) pressure From general considerations, it is clear that the only source of such “skew” / ”deviatoric” force in fluid is the shear component of the flow, described by the shear (non-diagonal) part of the “strain rate” tensor e kj: 2 1 jk2ee jk mm jk where euujk j k k j (strain rate tensro) 3 2 Note: the funny construct 2/3 guarantees that the part of proportional to has a zero trace. The two terms above represent the most general (and the only possible) mathematical expression that depends on first-order velocity derivatives and is invariant under coordinate transformations like rotations.
    [Show full text]
  • Application Note to the Field Pumping Non-Newtonian Fluids with Liquiflo Gear Pumps
    Pumping Non-Newtonian Fluids Application Note to the Field with Liquiflo Gear Pumps Application Note Number: 0104-2 Date: April 10, 2001; Revised Jan. 2016 Newtonian vs. non-Newtonian Fluids: Fluids fall into one of two categories: Newtonian or non-Newtonian. A Newtonian fluid has a constant viscosity at a particular temperature and pressure and is independent of shear rate. A non-Newtonian fluid has viscosity that varies with shear rate. The apparent viscosity is a measure of the resistance to flow of a non-Newtonian fluid at a given temperature, pressure and shear rate. Newton’s Law states that shear stress () is equal the dynamic viscosity () multiplied by the shear rate (): = . A fluid which obeys this relationship, where is constant, is called a Newtonian fluid. Therefore, for a Newtonian fluid, shear stress is directly proportional to shear rate. If however, varies as a function of shear rate, the fluid is non-Newtonian. In the SI system, the unit of shear stress is pascals (Pa = N/m2), the unit of shear rate is hertz or reciprocal seconds (Hz = 1/s), and the unit of dynamic viscosity is pascal-seconds (Pa-s). In the cgs system, the unit of shear stress is dynes per square centimeter (dyn/cm2), the unit of shear rate is again hertz or reciprocal seconds, and the unit of dynamic viscosity is poises (P = dyn-s-cm-2). To convert the viscosity units from one system to another, the following relationship is used: 1 cP = 1 mPa-s. Pump shaft speed is normally measured in RPM (rev/min).
    [Show full text]
  • Using Lenterra Shear Stress Sensors to Measure Viscosity
    Application Note: Using Lenterra Shear Stress Sensors to Measure Viscosity Guidelines for using Lenterra’s shear stress sensors for in-line, real-time measurement of viscosity in pipes, thin channels, and high-shear mixers. Shear Stress and Viscosity Shear stress is a force that acts on an object that is directed parallel to its surface. Lenterra’s RealShear™ sensors directly measure the wall shear stress caused by flowing or mixing fluids. As an example, when fluids pass between a rotor and a stator in a high-shear mixer, shear stress is experienced by the fluid and the surfaces that it is in contact with. A RealShear™ sensor can be mounted on the stator to measure this shear stress, as a means to monitor mixing processes or facilitate scale-up. Shear stress and viscosity are interrelated through the shear rate (velocity gradient) of a fluid: ∂u τ = µ = γµ & . ∂y Here τ is the shear stress, γ˙ is the shear rate, µ is the dynamic viscosity, u is the velocity component of the fluid tangential to the wall, and y is the distance from the wall. When the viscosity of a fluid is not a function of shear rate or shear stress, that fluid is described as “Newtonian.” In non-Newtonian fluids the viscosity of a fluid depends on the shear rate or stress (or in some cases the duration of stress). Certain non-Newtonian fluids behave as Newtonian fluids at high shear rates and can be described by the equation above. For others, the viscosity can be expressed with certain models.
    [Show full text]
  • Investigations of Liquid Steel Viscosity and Its Impact As the Initial Parameter on Modeling of the Steel Flow Through the Tundish
    materials Article Investigations of Liquid Steel Viscosity and Its Impact as the Initial Parameter on Modeling of the Steel Flow through the Tundish Marta Sl˛ezak´ 1,* and Marek Warzecha 2 1 Department of Ferrous Metallurgy, Faculty of Metals Engineering and Industrial Computer Science, AGH University of Science and Technology, Al. Mickiewicza 30, 30-059 Kraków, Poland 2 Department of Metallurgy and Metal Technology, Faculty of Production Engineering and Materials Technology, Cz˛estochowaUniversity of Technology, Al. Armii Krajowej 19, 42-201 Cz˛estochowa,Poland; [email protected] * Correspondence: [email protected] Received: 14 September 2020; Accepted: 5 November 2020; Published: 7 November 2020 Abstract: The paper presents research carried out to experimentally determine the dynamic viscosity of selected iron solutions. A high temperature rheometer with an air bearing was used for the tests, and ANSYS Fluent commercial software was used for numerical simulations. The experimental results obtained are, on average, lower by half than the values of the dynamic viscosity coefficient of liquid steel adopted during fluid flow modeling. Numerical simulations were carried out, taking into account the viscosity standard adopted for most numerical calculations and the average value of the obtained experimental dynamic viscosity of the analyzed iron solutions. Both qualitative and quantitative analysis showed differences in the flow structure of liquid steel in the tundish, in particular in the predicted values and the velocity profile distribution. However, these differences are not significant. In addition, the work analyzed two different rheological models—including one of our own—to describe the dynamic viscosity of liquid steel, so that in the future, the experimental stage could be replaced by calculating the value of the dynamic viscosity coefficient of liquid steel using one equation.
    [Show full text]
  • Equation of Motion for Viscous Fluids
    1 2.25 Equation of Motion for Viscous Fluids Ain A. Sonin Department of Mechanical Engineering Massachusetts Institute of Technology Cambridge, Massachusetts 02139 2001 (8th edition) Contents 1. Surface Stress …………………………………………………………. 2 2. The Stress Tensor ……………………………………………………… 3 3. Symmetry of the Stress Tensor …………………………………………8 4. Equation of Motion in terms of the Stress Tensor ………………………11 5. Stress Tensor for Newtonian Fluids …………………………………… 13 The shear stresses and ordinary viscosity …………………………. 14 The normal stresses ……………………………………………….. 15 General form of the stress tensor; the second viscosity …………… 20 6. The Navier-Stokes Equation …………………………………………… 25 7. Boundary Conditions ………………………………………………….. 26 Appendix A: Viscous Flow Equations in Cylindrical Coordinates ………… 28 ã Ain A. Sonin 2001 2 1 Surface Stress So far we have been dealing with quantities like density and velocity, which at a given instant have specific values at every point in the fluid or other continuously distributed material. The density (rv ,t) is a scalar field in the sense that it has a scalar value at every point, while the velocity v (rv ,t) is a vector field, since it has a direction as well as a magnitude at every point. Fig. 1: A surface element at a point in a continuum. The surface stress is a more complicated type of quantity. The reason for this is that one cannot talk of the stress at a point without first defining the particular surface through v that point on which the stress acts. A small fluid surface element centered at the point r is defined by its area A (the prefix indicates an infinitesimal quantity) and by its outward v v unit normal vector n .
    [Show full text]
  • Review of Fluid Mechanics Terminology
    CBE 6333, R. Levicky 1 Review of Fluid Mechanics Terminology The Continuum Hypothesis: We will regard macroscopic behavior of fluids as if the fluids are perfectly continuous in structure. In reality, the matter of a fluid is divided into fluid molecules, and at sufficiently small (molecular and atomic) length scales fluids cannot be viewed as continuous. However, since we will only consider situations dealing with fluid properties and structure over distances much greater than the average spacing between fluid molecules, we will regard a fluid as a continuous medium whose properties (density, pressure etc.) vary from point to point in a continuous way. For the problems that we will be interested in, the microscopic details of fluid structure will not be needed and the continuum approximation will be appropriate. However, there are situations when molecular level details are important; for instance when the dimensions of a channel that the fluid is flowing through become comparable to the mean free paths of the fluid molecules or to the molecule size. In such instances, the continuum hypothesis does not apply. Fluid : a substance that will deform continuously in response to a shear stress no matter how small the stress may be. Shear Stress : Force per unit area that is exerted parallel to the surface on which it acts. 2 Shear stress units: Force/Area, ex. N/m . Usual symbols: σij , τij (i ≠j). Example 1: shear stress between a block and a surface: Example 2: A simplified picture of the shear stress between two laminas (layers) in a flowing liquid. The top layer moves relative to the bottom one by a velocity ∆V, and collision interactions between the molecules of the two layers give rise to shear stress.
    [Show full text]