Analysis of Non-Newtonian and Two-Phase Flows
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AST242 LECTURE NOTES PART 3 Contents 1. Viscous Flows 2 1.1. the Velocity Gradient Tensor 2 1.2. Viscous Stress Tensor 3 1.3. Na
AST242 LECTURE NOTES PART 3 Contents 1. Viscous flows 2 1.1. The velocity gradient tensor 2 1.2. Viscous stress tensor 3 1.3. Navier Stokes equation { diffusion 5 1.4. Viscosity to order of magnitude 6 1.5. Example using the viscous stress tensor: The force on a moving plate 6 1.6. Example using the Navier Stokes equation { Poiseuille flow or Flow in a capillary 7 1.7. Viscous Energy Dissipation 8 2. The Accretion disk 10 2.1. Accretion to order of magnitude 14 2.2. Hydrostatic equilibrium for an accretion disk 15 2.3. Shakura and Sunyaev's α-disk 17 2.4. Reynolds Number 17 2.5. Circumstellar disk heated by stellar radiation 18 2.6. Viscous Energy Dissipation 20 2.7. Accretion Luminosity 21 3. Vorticity and Rotation 24 3.1. Helmholtz Equation 25 3.2. Rate of Change of a vector element that is moving with the fluid 26 3.3. Kelvin Circulation Theorem 28 3.4. Vortex lines and vortex tubes 30 3.5. Vortex stretching and angular momentum 32 3.6. Bernoulli's constant in a wake 33 3.7. Diffusion of vorticity 34 3.8. Potential Flow and d'Alembert's paradox 34 3.9. Burger's vortex 36 4. Rotating Flows 38 4.1. Coriolis Force 38 4.2. Rossby and Ekman numbers 39 4.3. Geostrophic flows and the Taylor Proudman theorem 39 4.4. Two dimensional flows on the surface of a planet 41 1 2 AST242 LECTURE NOTES PART 3 4.5. Thermal winds? 42 5. -
Theoretical Studies of Non-Newtonian and Newtonian Fluid Flow Through Porous Media
Lawrence Berkeley National Laboratory Lawrence Berkeley National Laboratory Title Theoretical Studies of Non-Newtonian and Newtonian Fluid Flow through Porous Media Permalink https://escholarship.org/uc/item/6zv599hc Author Wu, Y.S. Publication Date 1990-02-01 eScholarship.org Powered by the California Digital Library University of California Lawrence Berkeley Laboratory e UNIVERSITY OF CALIFORNIA EARTH SCIENCES DlVlSlON Theoretical Studies of Non-Newtonian and Newtonian Fluid Flow through Porous Media Y.-S. Wu (Ph.D. Thesis) February 1990 TWO-WEEK LOAN COPY This is a Library Circulating Copy which may be borrowed for two weeks. r- +. .zn Prepared for the U.S. Department of Energy under Contract Number DE-AC03-76SF00098. :0 DISCLAIMER I I This document was prepared as an account of work sponsored ' : by the United States Government. Neither the United States : ,Government nor any agency thereof, nor The Regents of the , I Univers~tyof California, nor any of their employees, makes any I warranty, express or implied, or assumes any legal liability or ~ : responsibility for the accuracy, completeness, or usefulness of t any ~nformation, apparatus, product, or process disclosed, or I represents that its use would not infringe privately owned rights. : Reference herein to any specific commercial products process, or I service by its trade name, trademark, manufacturer, or other- I wise, does not necessarily constitute or imply its endorsement, ' recommendation, or favoring by the United States Government , or any agency thereof, or The Regents of the University of Cali- , forma. The views and opinions of authors expressed herein do ' not necessarily state or reflect those of the United States : Government or any agency thereof or The Regents of the , Univers~tyof California and shall not be used for advertismg or I product endorsement purposes. -
Fluid Inertia and End Effects in Rheometer Flows
FLUID INERTIA AND END EFFECTS IN RHEOMETER FLOWS by JASON PETER HUGHES B.Sc. (Hons) A thesis submitted to the University of Plymouth in partial fulfilment for the degree of DOCTOR OF PHILOSOPHY School of Mathematics and Statistics Faculty of Technology University of Plymouth April 1998 REFERENCE ONLY ItorriNe. 9oo365d39i Data 2 h SEP 1998 Class No.- Corrtl.No. 90 0365439 1 ACKNOWLEDGEMENTS I would like to thank my supervisors Dr. J.M. Davies, Prof. T.E.R. Jones and Dr. K. Golden for their continued support and guidance throughout the course of my studies. I also gratefully acknowledge the receipt of a H.E.F.C.E research studentship during the period of my research. AUTHORS DECLARATION At no time during the registration for the degree of Doctor of Philosophy has the author been registered for any other University award. This study was financed with the aid of a H.E.F.C.E studentship and carried out in collaboration with T.A. Instruments Ltd. Publications: 1. J.P. Hughes, T.E.R Jones, J.M. Davies, *End effects in concentric cylinder rheometry', Proc. 12"^ Int. Congress on Rheology, (1996) 391. 2. J.P. Hughes, J.M. Davies, T.E.R. Jones, ^Concentric cylinder end effects and fluid inertia effects in controlled stress rheometry, Part I: Numerical simulation', accepted for publication in J.N.N.F.M. Signed ...^.^Ms>3.\^^. Date Ik.lp.^.m FLUH) INERTIA AND END EFFECTS IN RHEOMETER FLOWS Jason Peter Hughes Abstract This thesis is concerned with the characterisation of the flow behaviour of inelastic and viscoelastic fluids in steady shear and oscillatory shear flows on commercially available rheometers. -
Beschluss Der FIBAA-Akkreditierungskommission Für Programme
Beschluss der FIBAA-Akkreditierungskommission für Programme 83. Sitzung am 27./28. September 2012 89. Sitzung am 28./29. November 2013: Projektnummer: 13/017 (siehe auch Bericht ab S. 61.) 106. Sitzung am 23. März 2018: Projektnummer: 17/138 (siehe auch Bericht ab S. 77.) 11/069 Fachhochschule der Wirtschaft (FHDW) Paderborn, Bielefeld, Bergisch Gladbach, Mettmann Wirtschaftsinformatik (B.Sc.) Die FIBAA-Akkreditierungskommission für Programme beschließt im Auftrag der Stiftung zur Akkreditierung von Studiengängen in Deutschland wie folgt: Der Studiengang Wirtschaftsinformatik (B.Sc.) wird gemäß Abs. 3.1.1 i.V.m. 3.2.1 der Regeln des Akkreditierungsrates für die Akkreditierung von Studiengängen und für die Systemak- kreditierung i.d.F. vom 07. Dezember 2011 für sieben Jahre re-akkreditiert. Das Siegel des Akkreditierungsrates und das Qualitätssiegel der FIBAA werden verliehen. Akkreditierungszeitraum: 28. September 2012 bis Ende WS 2019 FOUNDATION FOR INTERNATIONAL BUSINESS ADMINISTRATION ACCREDITATION FIBAA – BERLINER FREIHEIT 20-24 – D-53111 BONN Gutachterbericht Hochschule: Fachhochschule der Wirtschaft (FHDW) Paderborn, Bielefeld, Bergisch Gladbach, Mettmann Bachelor-Studiengang: Wirtschaftsinformatik Abschlussgrad: Bachelor of Science (B.Sc.) Kurzbeschreibung des Studienganges: Der Studiengang vermittelt Kenntnisse und Fähigkeiten, die erforderlich sind, um im Informa- tikbereich von Unternehmen und Organisationen erfolgreich tätig sein zu können. Die Studie- renden erwerben außerdem Grundkenntnisse in Mathematik und Betriebswirtschaft und Kenntnisse in Englisch und sollen zur Anwendung wissenschaftlicher Erkenntnisse und Me- thoden sowie zu verantwortlichem Handeln befähigt werden. Durch die ebenfalls zu erwer- benden Schlüsselqualifikationen (Fähigkeiten zur Kommunikation und Präsentation, zur Selbstorganisation und zum Zeitmanagement sowie Teamfähigkeit) sollen sie sich zusätzlich für die berufliche Praxis qualifizieren. Datum der Verfahrenseröffnung: 29. Juli 2011 Datum der Einreichung der Unterlagen: 14. -
Lecture 1: Introduction
Lecture 1: Introduction E. J. Hinch Non-Newtonian fluids occur commonly in our world. These fluids, such as toothpaste, saliva, oils, mud and lava, exhibit a number of behaviors that are different from Newtonian fluids and have a number of additional material properties. In general, these differences arise because the fluid has a microstructure that influences the flow. In section 2, we will present a collection of some of the interesting phenomena arising from flow nonlinearities, the inhibition of stretching, elastic effects and normal stresses. In section 3 we will discuss a variety of devices for measuring material properties, a process known as rheometry. 1 Fluid Mechanical Preliminaries The equations of motion for an incompressible fluid of unit density are (for details and derivation see any text on fluid mechanics, e.g. [1]) @u + (u · r) u = r · S + F (1) @t r · u = 0 (2) where u is the velocity, S is the total stress tensor and F are the body forces. It is customary to divide the total stress into an isotropic part and a deviatoric part as in S = −pI + σ (3) where tr σ = 0. These equations are closed only if we can relate the deviatoric stress to the velocity field (the pressure field satisfies the incompressibility condition). It is common to look for local models where the stress depends only on the local gradients of the flow: σ = σ (E) where E is the rate of strain tensor 1 E = ru + ruT ; (4) 2 the symmetric part of the the velocity gradient tensor. The trace-free requirement on σ and the physical requirement of symmetry σ = σT means that there are only 5 independent components of the deviatoric stress: 3 shear stresses (the off-diagonal elements) and 2 normal stress differences (the diagonal elements constrained to sum to 0). -
Sister Cities Programs
Szczecin, Poland Sister Cities Programs Porta Westfalica, Germany Paderborn, Germany Gross-Bieberau, Germany Marbach, Germany Ludwigsburg, Germany Stuttgart, Germany February 2011 Sursee, Switzerland Brcko, Bosnia-Herzegovina Greenland Lyon, France 0 200 400 Miles Bologna, Italy Finland Russia Canada Donegal, Ireland Samara, Russia Galway, Ireland Ukraine Kazakhstan Mongolia Spain Turkey United States China Iraq Iran Suwa, Japan Algeria San Luis Potosi, Mexico Libya Egypt Mexico Saudi Arabia Nanjing, China India Mauritania Wuhan, China St. Louis, Senegal Mali Niger Chad Sudan Georgetown, Guyana Nigeria Venezuela Ethiopia Colombia Highland Kenya Congo, DRC Bogor, Indonesia Tanzania Peru Brazil St. Charles Angola Zambia St. Louis Bolivia Belleville Namibia Millstadt Australia Washington Waterloo Argentina 0 5 10 20 St. Louis/St. Louis County Miles Sister Cities Bologna, Italy Bogor, Indonesia Belleville Brcka, Bosnia-Herzegovina Paderborn, Germany Donegal County, Ireland Highland Galway, Ireland Sister Cities is a city-to-city network inspired by President Dwight D. Eisenhower's suggestion Sursee, Switzerland Georgetown, Guyana in 1956 that citizen diplomacy might reduce the chance of future world conflict. Today, more Millstadt Lyon, France than 900 U.S. cities are paired with 1,300 cities in 92 different countries. Benefits of participation include: Gross-Bieberau, Germany Nanjing, China * International business contacts St. Charles St. Louis, Senegal * Increased awareness of other cultures Ludwigsburg, Germany Samara, Russia I * Opportunities to become host families for visitors and students from abroad Washington Stuttgart, Germany * Volunteer and community service Marbach, Germany Suwa, Japan Sources: East-West Gateway * Fostering of mutually beneficial relations in economic development, education, art, culture, medicine, and sports Waterloo Szczecin, Poland Council of Governments; Sister Cities International; * Showcase St. -
A Fluid Is Defined As a Substance That Deforms Continuously Under Application of a Shearing Stress, Regardless of How Small the Stress Is
FLUID MECHANICS & BIOTRIBOLOGY CHAPTER ONE FLUID STATICS & PROPERTIES Dr. ALI NASER Fluids Definition of fluid: A fluid is defined as a substance that deforms continuously under application of a shearing stress, regardless of how small the stress is. To study the behavior of materials that act as fluids, it is useful to define a number of important fluid properties, which include density, specific weight, specific gravity, and viscosity. Density is defined as the mass per unit volume of a substance and is denoted by the Greek character ρ (rho). The SI units for ρ are kg/m3. Specific weight is defined as the weight per unit volume of a substance. The SI units for specific weight are N/m3. Specific gravity S is the ratio of the weight of a liquid at a standard reference temperature to the o weight of water. For example, the specific gravity of mercury SHg = 13.6 at 20 C. Specific gravity is a unit-less parameter. Density and specific weight are measures of the “heaviness” of a fluid. Example: What is the specific gravity of human blood, if the density of blood is 1060 kg/m3? Solution: ⁄ ⁄ Viscosity, shearing stress and shearing strain Viscosity is a measure of a fluid's resistance to flow. It describes the internal friction of a moving fluid. A fluid with large viscosity resists motion because its molecular makeup gives it a lot of internal friction. A fluid with low viscosity flows easily because its molecular makeup results in very little friction when it is in motion. Gases also have viscosity, although it is a little harder to notice it in ordinary circumstances. -
Rheology of Petroleum Fluids
ANNUAL TRANSACTIONS OF THE NORDIC RHEOLOGY SOCIETY, VOL. 20, 2012 Rheology of Petroleum Fluids Hans Petter Rønningsen, Statoil, Norway ABSTRACT NEWTONIAN FLUIDS Among the areas where rheology plays In gas reservoirs, the flow properties of an important role in the oil and gas industry, the simplest petroleum fluids, i.e. the focus of this paper is on crude oil hydrocarbons with less than five carbon rheology related to production. The paper atoms, play an essential role in production. gives an overview of the broad variety of It directly impacts the productivity. The rheological behaviour, and corresponding viscosity of single compounds are well techniques for investigation, encountered defined and mixture viscosity can relatively among petroleum fluids. easily be calculated. Most often reservoir gas viscosity is though measured at reservoir INTRODUCTION conditions as part of reservoir fluid studies. Rheology plays a very important role in The behaviour is always Newtonian. The the petroleum industry, in drilling as well as main challenge in terms of measurement and production. The focus of this paper is on modelling, is related to very high pressures crude oil rheology related to production. (>1000 bar) and/or high temperatures (170- Drilling and completion fluids are not 200°C) which is encountered both in the covered. North Sea and Gulf of Mexico. Petroleum fluids are immensely complex Hydrocarbon gases also exist dissolved mixtures of hydrocarbon compounds, in liquid reservoir oils and thereby impact ranging from the simplest gases, like the fluid viscosity and productivity of these methane, to large asphaltenic molecules reservoirs. Reservoir oils are also normally with molecular weights of thousands. -
Factor Graph Decoding for Speech Presence Probability Estimation
ITG-Fachbericht 267: Speech Communication · 05. – 07.10.2016 in Paderborn Factor Graph Decoding for Speech Presence Probability Estimation Thomas Glarner, Mohammad Mahdi Momenzadeh, Lukas Drude, Reinhold Haeb-Umbach Department of Communications Engineering, Paderborn University, 33098 Paderborn, Germany Email: {glarner,drude,haeb}@nt.uni-paderborn.de Web: nt.uni-paderborn.de Abstract ing an MMSE estimator for the spectral amplitude [9], they are employed here for SPP estimation for the first time. This paper is concerned with speech presence probability Second, viewing the aforementioned turbo algorithm as a estimation employing an explicit model of the temporal particular message passing scheme for inference in graph- and spectral correlations of speech. An undirected graphi- ical models with loops, alternative schemes will be inves- cal model is introduced, based on a Factor Graph formula- tigated, thus introducing general factor graph decoding as tion. It is shown that this undirected model cures some an approach to SPP estimation. of the theoretical issues of an earlier directed graphical The remainder of the paper is organized as follows. In model. Furthermore, we formulate a message passing in- Section 2, the signal model is presented, and the SPP es- ference scheme based on an approximate graph factoriza- timation problem is formulated. Section 3 introduces the tion, identify this inference scheme as a particular message UGM, a Factor Graph formulation and the inference algo- passing schedule based on the turbo principle and suggest rithm. The UGM is contrasted with the Directed Graphical further alternative schedules. The experiments show an im- Model of [7] in Section 4, giving reasons why the UGM proved performance over speech presence probability esti- is to be preferred. -
Lecture 2: (Complex) Fluid Mechanics for Physicists
Application of granular jamming: robots! Cornell (Amend and Lipson groups) in collaboration with Univ of1 Chicago (Jaeger group) Lecture 2: (complex) fluid mechanics for physicists S-RSI Physics Lectures: Soft Condensed Matter Physics Jacinta C. Conrad University of Houston 2012 Note: I have added links addressing questions and topics from lectures at: http://conradlab.chee.uh.edu/srsi_links.html Email me questions/comments/suggestions! 2 Soft condensed matter physics • Lecture 1: statistical mechanics and phase transitions via colloids • Lecture 2: (complex) fluid mechanics for physicists • Lecture 3: physics of bacteria motility • Lecture 4: viscoelasticity and cell mechanics • Lecture 5: Dr. Conrad!s work 3 Big question for today!s lecture How does the fluid mechanics of complex fluids differ from that of simple fluids? Petroleum Food products Examples of complex fluids: Personal care products Ceramic precursors Paints and coatings 4 Topic 1: shear thickening 5 Forces and pressures A force causes an object to change velocity (either in magnitude or direction) or to deform (i.e. bend, stretch). � dp� Newton!s second law: � F = m�a = dt p� = m�v net force change in linear mass momentum over time d�v �a = acceleration dt A pressure is a force/unit area applied perpendicular to an object. Example: wind blowing on your hand. direction of pressure force �n : unit vector normal to the surface 6 Stress A stress is a force per unit area that is measured on an infinitely small area. Because forces have three directions and surfaces have three orientations, there are nine components of stress. z z Example of a normal stress: δA δAx x δFx τxx = lim τxy δFy δAx→0 δAx τxx δFx y y Example of a shear stress: δFy τxy = lim δAx→0 δAx x x Convention: first subscript indicates plane on which stress acts; second subscript indicates direction in which the stress acts. -
CONTINUUM MECHANICS for ENGINEERS Second Edition Second Edition
CONTINUUM MECHANICS for ENGINEERS Second Edition Second Edition CONTINUUM MECHANICS for ENGINEERS G. Thomas Mase George E. Mase CRC Press Boca Raton London New York Washington, D.C. Library of Congress Cataloging-in-Publication Data Mase, George Thomas. Continuum mechanics for engineers / G. T. Mase and G. E. Mase. -- 2nd ed. p. cm. Includes bibliographical references (p. )and index. ISBN 0-8493-1855-6 (alk. paper) 1. Continuum mechanics. I. Mase, George E. QA808.2.M364 1999 531—dc21 99-14604 CIP This book contains information obtained from authentic and highly regarded sources. Reprinted material is quoted with permission, and sources are indicated. A wide variety of references are listed. Reasonable efforts have been made to publish reliable data and informa- tion, but the author and the publisher cannot assume responsibility for the validity of all materials or for the consequences of their use. Neither this book nor any part may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, microfilming, and recording, or by any information storage or retrieval system, without prior permission in writing from the publisher. The consent of CRC Press LLC does not extend to copying for general distribution, for promotion, for creating new works, or for resale. Specific permission must be obtained in writing from CRC Press LLC for such copying. Direct all inquiries to CRC Press LLC, 2000 N.W. Corporate Blvd., Boca Raton, Florida 33431. Trademark Notice: Product or corporate names may be trademarks or registered trademarks, and are only used for identification and explanation, without intent to infringe. -
Chapter 3 Newtonian Fluids
CM4650 Chapter 3 Newtonian Fluid 2/5/2018 Mechanics Chapter 3: Newtonian Fluids CM4650 Polymer Rheology Michigan Tech Navier-Stokes Equation v vv p 2 v g t 1 © Faith A. Morrison, Michigan Tech U. Chapter 3: Newtonian Fluid Mechanics TWO GOALS •Derive governing equations (mass and momentum balances •Solve governing equations for velocity and stress fields QUICK START V W x First, before we get deep into 2 v (x ) H derivation, let’s do a Navier-Stokes 1 2 x1 problem to get you started in the x3 mechanics of this type of problem solving. 2 © Faith A. Morrison, Michigan Tech U. 1 CM4650 Chapter 3 Newtonian Fluid 2/5/2018 Mechanics EXAMPLE: Drag flow between infinite parallel plates •Newtonian •steady state •incompressible fluid •very wide, long V •uniform pressure W x2 v1(x2) H x1 x3 3 EXAMPLE: Poiseuille flow between infinite parallel plates •Newtonian •steady state •Incompressible fluid •infinitely wide, long W x2 2H x1 x3 v (x ) x1=0 1 2 x1=L p=Po p=PL 4 2 CM4650 Chapter 3 Newtonian Fluid 2/5/2018 Mechanics Engineering Quantities of In more complex flows, we can use Interest general expressions that work in all cases. (any flow) volumetric ⋅ flow rate ∬ ⋅ | average 〈 〉 velocity ∬ Using the general formulas will Here, is the outwardly pointing unit normal help prevent errors. of ; it points in the direction “through” 5 © Faith A. Morrison, Michigan Tech U. The stress tensor was Total stress tensor, Π: invented to make the calculation of fluid stress easier. Π ≡ b (any flow, small surface) dS nˆ Force on the S ⋅ Π surface V (using the stress convention of Understanding Rheology) Here, is the outwardly pointing unit normal of ; it points in the direction “through” 6 © Faith A.