An Analytical Solution to the Navier–Stokes Equation for Incompressible Flow Around a Solid Sphere Ahmad Talaei1, A) and Timot
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Chapter 4 Differential Relations for a Fluid Particle
Inviscid potential flow past an array of cylinders. The mathematics of potential theory, pre- sented in this chapter, is both beautiful and manageable, but results may be unrealistic when there are solid boundaries. See Figure 8.13b for the real (viscous) flow pattern. (Courtesy of Tecquipment Ltd., Nottingham, England) 214 Chapter 4 Differential Relations for a Fluid Particle Motivation. In analyzing fluid motion, we might take one of two paths: (1) seeking an estimate of gross effects (mass flow, induced force, energy change) over a finite re- gion or control volume or (2) seeking the point-by-point details of a flow pattern by analyzing an infinitesimal region of the flow. The former or gross-average viewpoint was the subject of Chap. 3. This chapter treats the second in our trio of techniques for analyzing fluid motion, small-scale, or differential, analysis. That is, we apply our four basic conservation laws to an infinitesimally small control volume or, alternately, to an infinitesimal fluid sys- tem. In either case the results yield the basic differential equations of fluid motion. Ap- propriate boundary conditions are also developed. In their most basic form, these differential equations of motion are quite difficult to solve, and very little is known about their general mathematical properties. However, certain things can be done which have great educational value. First, e.g., as shown in Chap. 5, the equations (even if unsolved) reveal the basic dimensionless parameters which govern fluid motion. Second, as shown in Chap. 6, a great number of useful so- lutions can be found if one makes two simplifying assumptions: (1) steady flow and (2) incompressible flow. -
Applied Mathematics Letters a Remark on Jump Conditions for The
Applied Mathematics Letters PERGAMON Applied Mathematics Letters 14 (2001) 149 154 www.elsevier.nl/Iocate/aml A Remark on Jump Conditions for the Three-Dimensional Navier-Stokes Equations Involving an Immersed Moving Membrane MING-CHIH LAI Department of Mathematics, Chung Cheng University Minghsiung, Chiayi 621, Taiwan, R.O.C. mclai©math, ccu. edu. tw ZmUN LI Center for Research in Scientific Computation and Department of Mathematics North Carolina State University, Raleigh, NC 27695-8205, U.S.A. zhilin~math, ncsu. edu (Received March 2000; accepted April 2000) Communicated by A. Nachman Abstract--Jump conditions for the pressure, the velocity, and their normal derivatives across an immersed moving membrane in an incompressible fluid are derived. The discontinuities are due to the singular forces along the membrane. Instead of using the delta function formulation, those jump conditions can be used to formulate the governing equations in an alternative form. It is ~tlso useful for developing more accurate numerical methods such as immersed interface method [or the Navier-Stokes equations involving moving interface. @ 2000 Elsevier Science Ltd. All rights reserved. Keywords--Immersed boundary method, Immersed interface method, Jump conditions. EQUATIONS OF MOTION Problems of biological fluid mechanics often involve an interaction of a viscous incompressible fluid with an elastic moving membrane. One can consider this membrane as a part of the fluid which exerts forces to the fluid and at the same time moves along with the fluid. The mathematical formulation and numerical method for this kind of problem was first introduced by PeskJn to simulate the blood flow through heart valves [1]. -
Hydrogeology and Groundwater Flow
Hydrogeology and Groundwater Flow Hydrogeology (hydro- meaning water, and -geology meaning the study of rocks) is the part of hydrology that deals with the distribution and movement of groundwater in the soil and rocks of the Earth's crust, (commonly in aquifers). The term geohydrology is often used interchangeably. Some make the minor distinction between a hydrologist or engineer applying themselves to geology (geohydrology), and a geologist applying themselves to hydrology (hydrogeology). Hydrogeology (like most earth sciences) is an interdisciplinary subject; it can be difficult to account fully for the chemical, physical, biological and even legal interactions between soil, water, nature and society. Although the basic principles of hydrogeology are very intuitive (e.g., water flows "downhill"), the study of their interaction can be quite complex. Taking into account the interplay of the different facets of a multi-component system often requires knowledge in several diverse fields at both the experimental and theoretical levels. This being said, the following is a more traditional (reductionist viewpoint) introduction to the methods and nomenclature of saturated subsurface hydrology, or simply hydrogeology. © 2014 All Star Training, Inc. 1 Hydrogeology in Relation to Other Fields Hydrogeology, as stated above, is a branch of the earth sciences dealing with the flow of water through aquifers and other shallow porous media (typically less than 450 m or 1,500 ft below the land surface.) The very shallow flow of water in the subsurface (the upper 3 m or 10 ft) is pertinent to the fields of soil science, agriculture and civil engineering, as well as to hydrogeology. -
Numerical Analysis and Fluid Flow Modeling of Incompressible Navier-Stokes Equations
UNLV Theses, Dissertations, Professional Papers, and Capstones 5-1-2019 Numerical Analysis and Fluid Flow Modeling of Incompressible Navier-Stokes Equations Tahj Hill Follow this and additional works at: https://digitalscholarship.unlv.edu/thesesdissertations Part of the Aerodynamics and Fluid Mechanics Commons, Applied Mathematics Commons, and the Mathematics Commons Repository Citation Hill, Tahj, "Numerical Analysis and Fluid Flow Modeling of Incompressible Navier-Stokes Equations" (2019). UNLV Theses, Dissertations, Professional Papers, and Capstones. 3611. http://dx.doi.org/10.34917/15778447 This Thesis is protected by copyright and/or related rights. It has been brought to you by Digital Scholarship@UNLV with permission from the rights-holder(s). You are free to use this Thesis in any way that is permitted by the copyright and related rights legislation that applies to your use. For other uses you need to obtain permission from the rights-holder(s) directly, unless additional rights are indicated by a Creative Commons license in the record and/ or on the work itself. This Thesis has been accepted for inclusion in UNLV Theses, Dissertations, Professional Papers, and Capstones by an authorized administrator of Digital Scholarship@UNLV. For more information, please contact [email protected]. NUMERICAL ANALYSIS AND FLUID FLOW MODELING OF INCOMPRESSIBLE NAVIER-STOKES EQUATIONS By Tahj Hill Bachelor of Science { Mathematical Sciences University of Nevada, Las Vegas 2013 A thesis submitted in partial fulfillment of the requirements -
Volume 22 No
International Journal of Pure and Applied Mathematics ————————————————————————– Volume 22 No. 3 2005, 327-336 DISTRIBUTION OF SPHEROIDAL FOCAL SINGULARITIES IN STOKES FLOW Panayiotis Vafeas Division of Applied Mathematics and Mechanics Department of Engineering Sciences University of Patras Patras, GR-265 04, GREECE e-mail: [email protected] Abstract: Stokes flow for the steady, non-axisymmetric motion of viscous, incompressible fluids in small Reynolds numbers (creeping flow), around small particles embedded within simply connected and bounded flow domains, is de- scribed by a pair of partial differential equations, which evolve the vector bihar- monic velocity and the scalar harmonic total pressure fields. There exist many representations of the solutions of those kinds of flow, in three-dimensional do- mains, appearing in the form of differential operators acting on harmonic and biharmonic potentials. On the other hand, the development of Stokes theory for two-dimensional flows has the advantage that uses only one potential func- tion (stream function) for the representation of the flow fields, but refers to axisymmetric flows. The effect of a distribution of sources – singularities, on the surface of a spheroidal particle or marginally on the focal segment, to the basic flow fields, is the goal of the present work. In particular, the proper confrontation of the problem is ensured by the introduction of the well-known Havelock’s Theorem for the presence of singularities, which provides us with the necessary integral representations of the velocity and the pressure. More- over, the interrelation of the eigenforms of the Papkovich-Neuber differential representation with those that arise from Stokes theory, in two-dimensional Received: May 13, 2005 c 2005, Academic Publications Ltd. -
Numerical Modeling of Fluid Interface Phenomena
Numerical Modeling of Fluid Interface Phenomena SARA ZAHEDI Avhandling som med tillst˚andav Kungliga Tekniska h¨ogskolan framl¨aggestill offentlig granskning f¨oravl¨aggandeav teknologie licentiatexamen onsdagen den 10 juni 2009 kl 10:00 i sal D42, Lindstedtsv¨agen5, plan 4, Kungliga Tekniska h¨ogskolan, Stockholm. ISBN 978-91-7415-344-6 TRITA-CSC-A 2009:07 ISSN-1653-5723 ISRN-KTH/CSC/A{09/07-SE c Sara Zahedi, maj 2009 Abstract This thesis concerns numerical techniques for two phase flow simulations; the two phases are immiscible and incompressible fluids. The governing equations are the incompressible Navier{Stokes equations coupled with an evolution equation for interfaces. Strategies for accurate simulations are suggested. In particular, accurate approximations of the surface tension force, and a new model for simulations of contact line dynamics are proposed. In the popular level set methods, the interface that separates two immisci- ble fluids is implicitly defined as a level set of a function; in the standard level set method the zero level set of a signed distance function is used. The surface tension force acting on the interface can be modeled using the delta function with support on the interface. Approximations to such delta functions can be obtained by extending a regularized one{dimensional delta function to higher dimensions using a distance function. However, precaution is needed since it has been shown that this approach can lead to inconsistent approxima- tions. In this thesis we show consistency of this approach for a certain class of one{dimensional delta function approximations. We also propose a new model for simulating contact line dynamics. -
Laminar Flow in Microfluidic Channels
Expo 2007 Laminar Flow in Microfluidic Channels D. Cheng, J. Greenwood, X. Zeng, C. Lo, S. S. Sridharamurthy, L. Dong, Y. Choe, T. Khang, A. Arteaga, and H. Jiang Department of Electrical and Computer Engineering, University of Wisconsin-Madison, USA Madison, WI, Apr. 19th –21st, 2007 Laminar and Turbulent Flow • What is Laminar Flow? – Layers of liquid that flow in a uniform fashion – Layers do not mix with neighboring layers – Opposite of turbulent flow Smooth Rough Laminar Flow Turbulent Flow Laminar vs. Turbulent Flow Sink • A sink can display both laminar and turbulent flow • Lets watch a Movie!!!! Micro Fluidics and Laminar flow • Start with two syringes filled with blue and yellow water Micro Fluidics and Laminar flow • Start to press the liquid into the channel Micro Fluidics and Laminar flow • The fluid star to flow in the Microchannel Micro Fluidics and Laminar flow Flow Chart for Microfluidic channel • It does not mix immediately because it is in laminar flow • This is due to its small size of the channel Reynolds Number and Stokes Flow • Reynolds number is a ratio between inertial force (ρvs) and viscous force (μ/L). http://en.wikipedia.org/wiki/Reynolds_number • Defines if a liquid will be laminar (Reynolds < <1) and turbulent (Reynolds >> 1) flow. • In Microfluidics the Length (L) or Diameter of the channel is what dominates the equation causing a low Reynolds number. – This is also called Stokes flow Large vs. Micro • When dealing with cup of water the dominate force acting on the water is gravity causing the water to be turbulent. • Where as in microchannels gravity is overcome by surface tension and capillary forces. -
An Efficient Spectral-Projection Method for the Navier–Stokes
JOURNAL OF COMPUTATIONAL PHYSICS 139, 308–326 (1998) ARTICLE NO. CP975872 An Efficient Spectral-Projection Method for the Navier–Stokes Equations in Cylindrical Geometries I. Axisymmetric Cases J. M. Lopez , and Jie Shen † Department of Mathematics and Earth System Science Center, Pennsylvania State University, † University Park, Pennsylvania 16802 E-mail: shen [email protected] Received June 6, 1996; revised August 7, 1997 An efficient and accurate numerical scheme is presented for the axisymmetric Navier–Stokes equations in primitive variables in a cylinder. The scheme is based on a new spectral-Galerkin approximation for the space variables and a second- order projection scheme for the time variable. The new spectral-projection scheme is implemented to simulate the unsteady incompressible axisymmetric flow with a singular boundary condition which is approximated to within a desired accuracy by using a smooth boundary condition. A sensible comparison is made with a standard second-order (in time and space) finite difference scheme based on a stream function- vorticity formulation and with available experimental data. The numerical results indicate that both schemes produce very reliable results and that despite the singular boundary condition, the spectral-projection scheme is still more accurate (in terms of a fixed number of unknowns) and more efficient (in terms of CPU time required for resolving the flow at a fixed Reynolds number to within a prescribed accuracy) than the finite difference scheme. More importantly, the spectral-projection scheme can be readily extended to three-dimensional nonaxisymmetric cases. c 1998 Academic Press 1. INTRODUCTION The main purpose of this paper and its sequel is to develop and validate an efficient and ac- curate numerical scheme for the Navier–Stokes equations (NSE) in cylindrical geometries. -
Extremum Principles for Slow Viscous Flows with Applications to Suspensions
J. Fluid Mech. (1967), vol. 30, part 1, pp. 97-125 97 Printed in Great Britain Extremum principles for slow viscous flows with applications to suspensions By JOSEPH B. KELLER, LESTER A. RUBENFELD https://doi.org/10.1017/S0022112067001326 Courant Institute of Mathematical Sciences, New York University, . New York, N.Y. AND JOHN E. MOLYNEUX Department of Mechanical and Aerospace Sciences, University of Rochester, Rochester, N.Y. (Received 9 January 1967) Helmholtz stated and Korteweg proved that of all divergenceless velocity fields https://www.cambridge.org/core/terms in a domain, with prescribed values on the boundary, the solution of the Stokes equation minimizes the rate of viscous energy dissipation. Hill & Power and also Kearsley proved the corresponding reciprocal maximum principle involving the stress tensor. We prove generalizations of both these principles to the flow of a liquid containing one or more solid bodies and drops of another liquid. The essential point in doing this is to take account of the motion of the solids or drops, which must be determined along with the flow. We illustrate the use of these principles by deducing several consequences from them. In particular we obtain upper and lower bounds on the effective coefficient of viscosity and a lower bound on the sedimentation velocity of suspensions of any concentration. The results involve the statistical properties of the distribution of suspended particles or drops. Graphs of the bounds are shown for special cases. For very low concentra- tions of spheres, both bounds on the effective viscosity coefficient are the same, , subject to the Cambridge Core terms of use, available at and agree with the results of Einstein and Taylor. -
Math 6880 : Fluid Dynamics I Chee Han Tan Last Modified
Math 6880 : Fluid Dynamics I Chee Han Tan Last modified : August 8, 2018 2 Contents Preface 7 1 Tensor Algebra and Calculus9 1.1 Cartesian Tensors...................................9 1.1.1 Summation convention............................9 1.1.2 Kronecker delta and permutation symbols................. 10 1.2 Second-Order Tensor................................. 11 1.2.1 Tensor algebra................................ 12 1.2.2 Isotropic tensor................................ 13 1.2.3 Gradient, divergence, curl and Laplacian.................. 14 1.3 Generalised Divergence Theorem.......................... 15 2 Navier-Stokes Equations 17 2.1 Flow Maps and Kinematics............................. 17 2.1.1 Lagrangian and Eulerian descriptions.................... 18 2.1.2 Material derivative.............................. 19 2.1.3 Pathlines, streamlines and streaklines.................... 22 2.2 Conservation Equations............................... 26 2.2.1 Continuity equation.............................. 26 2.2.2 Reynolds transport theorem......................... 28 2.2.3 Conservation of linear momentum...................... 29 2.2.4 Conservation of angular momentum..................... 31 2.2.5 Conservation of energy............................ 33 2.3 Constitutive Laws................................... 35 2.3.1 Stress tensor in a static fluid......................... 36 2.3.2 Ideal fluid................................... 36 2.3.3 Local decomposition of fluid motion..................... 38 2.3.4 Stokes assumption for Newtonian fluid.................. -
A Robust Multi-Block Navier-Stokes Flow Solver for Industrial Applications
Nationaal Lucht- en Ruimtevaartlaboratorium National Aerospace Laboratory NLR NLR TP 96323 A robust multi-block Navier-Stokes flow solver for industrial applications. J.C. Kok, J.W. Boerstoel, A. Kassies, S.P. Spekreijse DOCUMENT CONTROL SHEET ORIGINATOR'S REF. SECURITY CLASS. NLR TP 96323 U Unclassified ORIGINATOR National Aerospace Laboratory NLR, Amsterdam, The Netherlands TITLE A robust multi-block Navier-Stokes flow solver for industrial applications. PRESENTED AT third ECCOMAS Computational Fluid Dynamics Conference, Paris, September 1996. AUTHORS DATE pp ref J.C. Kok, J.W. Boerstoel, A. Kassies, S.P. 960503 11 29 Spekreijse DESCRIPTORS Algorithms Navier-Stokes equation Body-wing configurations Pressure distribution Computational fluid dynamics Robustness (mathematics) Convergence Run time (computers) Grid generation (mathematics) Three dimensional flow Jacobi matrix method Turbulence models Multiblock grids ABSTRACT This paper presents a robust multi-block flow solver for the thin-layer Reynolds-averaged Navier-Stokes equations, that is currently being used for industrial applications. A modification of a matrix dissipation scheme has been developed, that improves the numerical accuracy of Navier-Stokes boundary-layer computations, while maintaining the robustness of the scalar artificial dissipation scheme with regard to shock capturing. An improved method is presented to define the turbulence length scales in the Baldwin-Lomax and Johnson-King turbulence models. The flow solver allows for multi-block grid which are of C -continuous at block interfaces or even only partly continuous, thus simplifying the grid generation task. It is stressed that, for industrial applications, not only a (multi-block) flow solver, but a complete flow-simulation system must be available, including efficient and robust methods for aerodynamic geometry processing, grid generation, and postprocessing. -
On a Class of Steady Confined Stokes Flows with Chaotic Streamlines
J. Fluid Mech. (1990), vol. 212, pp. 337-363 337 Printed in Great Britain On a class of steady confined Stokes flows with chaotic streamlines By K. BAJERT AND H. K. MOFFATT Department of Applied Mathematics and Theoretical Physics, University of Cambridge, Silver Street, Cambridge CB3 9EW, UK (Received 3 May 1989) The general incompressible flow uQ(x),quadratic in the space coordinates, and satisfying the condition uQ.n = 0 on a sphere r = 1, is considered. It is shown that this flow may be decomposed into the sum of three ingredients - a poloidal flow of Hill's vortex structure, a quasi-rigid rotation, and a twist ingredient involving two parameters, the complete flow uQ(x)then involving essentially seven independent parameters. The flow, being quadratic, is a Stokes flow in the sphere. The streamline structure of the general flow is investigated, and the results illustrated with reference to a particular sub-family of ' stretch-twist-fold ' (STF) flows that arise naturally in dynamo theory. When the flow is a small perturbation of a flow u,(x) with closed streamlines, the particle paths are constrained near surfaces defined by an 'adiabatic invariant ' associated with the perturbation field. When the flow u1 is dominated by its twist ingredient, the particles can migrate from one such surface to another, a phenomenon that is clearly evident in the computation of Poincare' sections for the STF flow, and that we describe as ' trans-adiabatic drift '. The migration occurs when the particles pass a neighbourhood of saddle points of the flow on r = 1, and leads to chaos in the streamline pattern in much the same way as the chaos that occurs near heteroclinic orbits of low-order dynamical systems.