Floating Drops. Ray Treinen. January 26, University of Toledo. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
|
|
- Millicent Nicholson
- 6 years ago
- Views:
Transcription
1 Floating Drops Ray Treinen University of Toledo January 26, 2007 Ray Treinen (University of Toledo) Floating Drops January 26, / 32
2 Overview Introduction and basic surfaces Theory for ODE method for the floating drop. Numerical results for the ODE method for the floating drop. Floating drops and functions of bounded variation. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
3 Equations The equilibrium shape of the interface between liquid and air can be given in terms of the Young-Laplace equation ( ) u = κu 1 + u 2 u is the height of the fluid interface κ = ρg/σ is the capillary constant ρ is the density of the fluid σ is the surface tension of the fluid surface g is the acceleration due to gravity This can be seen as twice the mean curvature is proportional to height. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
4 Equations Assuming the solution is radially symmetric, the Young-Laplace equation can be written as a system: dr dψ = r cos ψ κru sinψ du dψ = r sinψ κru sinψ, r is the radial coordinate ψ is the inclination angle of the generating curve, measured up from horizontal Ray Treinen (University of Toledo) Floating Drops January 26, / 32
5 Equations Assuming the solution is radially symmetric, the Young-Laplace equation can be written as a system: dr dψ = r cos ψ κru sinψ du dψ = r sinψ κru sinψ, r is the radial coordinate ψ is the inclination angle of the generating curve, measured up from horizontal This holds on any portion of the solution curve that does not contain an inflection point Ray Treinen (University of Toledo) Floating Drops January 26, / 32
6 Equations Assuming the solution is radially symmetric, the Young-Laplace equation can be written as a system: dr dψ = r cos ψ κru sinψ du dψ = r sinψ κru sinψ, r is the radial coordinate ψ is the inclination angle of the generating curve, measured up from horizontal This holds on any portion of the solution curve that does not contain an inflection point The solution to this system may be extended past a vertical point Ray Treinen (University of Toledo) Floating Drops January 26, / 32
7 Equations One further form of the differential equations: dr ds du ds dψ ds = cos ψ = sinψ = κu sinψ. r s is the arclength of the curve Ray Treinen (University of Toledo) Floating Drops January 26, / 32
8 Equations One further form of the differential equations: dr ds du ds dψ ds = cos ψ = sinψ = κu sinψ. r s is the arclength of the curve The solution to this system may be extended past both vertical points and inflection points Ray Treinen (University of Toledo) Floating Drops January 26, / 32
9 Basic Surfaces Capillary Tube Fluid Ray Treinen (University of Toledo) Floating Drops January 26, / 32
10 Basic Surfaces Annular Capillary Surface Fluid Fluid Ray Treinen (University of Toledo) Floating Drops January 26, / 32
11 Basic Surfaces Sessile Drop Fluid Ray Treinen (University of Toledo) Floating Drops January 26, / 32
12 Basic Surfaces Pendent Drop Fluid Ray Treinen (University of Toledo) Floating Drops January 26, / 32
13 Basic Surfaces 0.5 Pendent Drop Fluid Ray Treinen (University of Toledo) Floating Drops January 26, / 32
14 Basic Surfaces Unbounded Liquid Bridge Fluid Ray Treinen (University of Toledo) Floating Drops January 26, / 32
15 Floating Drops: Theory for ODE method Consider three fluids, fluid 1 finite, and fluid 0 and fluid 2 occupy the remainder of an infinite reservoir. Let the densities satisfy ρ 0 < ρ 1 < ρ 2. Given the surface tensions σ 01,σ 02,σ 12, then corresponding capillary constants are defined by κ 01 = (ρ 1 ρ 0 )g/σ 01, κ 02 = (ρ 2 ρ 0 )g/σ 02, κ 12 = (ρ 2 ρ 1 )g/σ 12. Minimization of energy implies that the three surfaces satisfy the equations Mu = κ 01 u + λ/σ 01, Mv = κ 12 v λ/σ 12, Mw = κ 02 w M is the mean curvature operator λ is a constant to be determined Ray Treinen (University of Toledo) Floating Drops January 26, / 32
16 Floating Drops: Theory for ODE method Floating Drop Configuration Ray Treinen (University of Toledo) Floating Drops January 26, / 32
17 Floating Drops: Theory for ODE method Force balance implies 0 γ 01,γ 02,γ 12 π, and ( σ 2 γ 02 = π arccos 01 + σ12 2 σ2 02 2σ 01 σ 12 γ 01 = π arccos ( σ σ 2 02 σ2 01 2σ 12 σ 02 Fix the radius r at which the three surfaces meet Let ψ be the inclination angle v at r. ), ). Ray Treinen (University of Toledo) Floating Drops January 26, / 32
18 Floating Drops: Theory for ODE method Match the top and the bottom surfaces, u and v, at r by eliminating the Lagrange multiplier λ. Define U and V by u = U λ/κ 01 σ 01 and v = V + λ/κ 12 σ 01. So that MU = κ 01 U, MV = κ 12 V. u = v at r = r implies λ = [Ū + V] κ 01 σ 01 κ 12 σ 12. κ 01 σ 01 + κ 12 σ 12 Ray Treinen (University of Toledo) Floating Drops January 26, / 32
19 Floating Drops: Theory for ODE method Match the top and the bottom surfaces, u and v, at r by eliminating the Lagrange multiplier λ. Define U and V by u = U λ/κ 01 σ 01 and v = V + λ/κ 12 σ 01. So that MU = κ 01 U, MV = κ 12 V. u = v at r = r implies λ = [Ū + V] κ 01 σ 01 κ 12 σ 12. κ 01 σ 01 + κ 12 σ 12 The difference of u and w at r is F( ψ) = κ 12σ 12 V κ01 σ 01 Ū κ 01 σ 01 + κ 12 σ 12 w. Vary ψ. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
20 Floating Drops: Theory for ODE method Theorem (Elcrat, Neel, Siegel) For each r, there is a drop in which the three surfaces meet at radius r. Theorem (Elcrat, Neel, Siegel) Suppose that 0 < γ 02 < π/2. Then there is a drop of volume V for every prescribed V > 0. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
21 Floating Drops: Numerical results for ODE method Light Drop, unbounded region rho 0 = 0, rho 1 = 8, rho 2 = 20, sigma 01 = 25, sigma 02 = 13, sigma 12 = height(u) radius(r) Ray Treinen (University of Toledo) Floating Drops January 26, / 32
22 Floating Drops: Numerical results for ODE method Light Drop, bounded container rho 0 = 0, rho 1 = 17, rho 2 = 20, sigma 01 = 17, sigma 02 = 15, sigma 12 = height(u) radius(r) Ray Treinen (University of Toledo) Floating Drops January 26, / 32
23 Floating Drops: Numerical results for ODE method 0.6 Light Drop, annular container rho 0 = 0, rho 1 = 17, rho 2 = 20, sigma 01 = 15, sigma 02 = 23, sigma 12 = height(u) radius(r) Ray Treinen (University of Toledo) Floating Drops January 26, / 32
24 Floating Drops: Numerical results for ODE method Heavy Drop, unbounded container 0.06 r =0.030, rho 0 = 0, rho 1 = 45, rho 2 = 10, sig 01 = 20, sig 02 = 12, sig 12 = height(u) radius(r) Ray Treinen (University of Toledo) Floating Drops January 26, / 32
25 Floating Drops: Numerical results for ODE method Heavy Drop, unbounded container, with a neck r =0.050, rho 0 = 0, rho 1 = 14, rho 2 = 10, sig 01 = 13, sig 02 = 20, sig 12 = height(u) radius(r) Ray Treinen (University of Toledo) Floating Drops January 26, / 32
26 Floating Drops: Numerical results for ODE method Heavy Drop, unbounded container, with four necks r =0.050, rho 0 = 0, rho 1 = 14, rho 2 = 10, sig 01 = 13, sig 02 = 20, sig 12 = height(u) radius(r) The Heavy Floating Drop is not unique. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
27 Floating Drops and Functions of Bounded Variation Let Ω R 3 be bounded, open, and Lipschitz. Let E 0,E 1,E 2 Ω be such that E i E j = for i j and E i = Ω. These are the three fluids. Let σ 01,σ 02,σ 12 the surface tensions between each fluid. Take σ ij 0 for i,j 3. Let σ 03,σ 13,σ 23 be the wetting energy of each fluid with the wall. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
28 Floating Drops and Functions of Bounded Variation Definition The energy functional is F(E 0,E 1,E 2 ) = 2 ) (α i Dχ Ei + σ i3 χ Ei dh 2 + ρ i g zdv. Ω Ω E i i=0 The first term measures the total variation of the characteristic function of the set: think of this as the boundary of the set. { } Dχ Ei = sup χ Ei divφ φ Cc 1 (Ω; R3 ), φ 1 Ω Ω Ray Treinen (University of Toledo) Floating Drops January 26, / 32
29 Floating Drops and Functions of Bounded Variation Definition The energy functional is F(E 0,E 1,E 2 ) = 2 ) (α i Dχ Ei + σ i3 χ Ei dh 2 + ρ i g zdv. Ω Ω E i i=0 The first term measures the total variation of the characteristic function of the set: think of this as the boundary of the set. { } Dχ Ei = sup χ Ei divφ φ Cc 1 (Ω; R3 ), φ 1 Ω Ω α 0 = 1 2 (σ 01 + σ 02 σ 12 ) α 1 = 1 2 (σ 01 + σ 12 σ 02 ) α 2 = 1 2 (σ 02 + σ 12 σ 01 ) Ray Treinen (University of Toledo) Floating Drops January 26, / 32
30 Floating Drops and Functions of Bounded Variation Definition The energy functional is F(E 0,E 1,E 2 ) = 2 ) (α i Dχ Ei + σ i3 χ Ei dh 2 + ρ i g zdv. Ω Ω E i i=0 The first term measures the total variation of the characteristic function of the set: think of this as the boundary of the set. { } Dχ Ei = sup χ Ei divφ φ Cc 1 (Ω; R3 ), φ 1 Ω Ω α 0 = 1 2 (σ 01 + σ 02 σ 12 ) α 1 = 1 2 (σ 01 + σ 12 σ 02 ) α 2 = 1 2 (σ 02 + σ 12 σ 01 ) The second term measures the trace on the boundary of the domain. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
31 Floating Drops and Functions of Bounded Variation Definition The energy functional is F(E 0,E 1,E 2 ) = 2 ) (α i Dχ Ei + σ i3 χ Ei dh 2 + ρ i g zdv. Ω Ω E i i=0 The first term measures the total variation of the characteristic function of the set: think of this as the boundary of the set. { } Dχ Ei = sup χ Ei divφ φ Cc 1 (Ω; R3 ), φ 1 Ω Ω α 0 = 1 2 (σ 01 + σ 02 σ 12 ) α 1 = 1 2 (σ 01 + σ 12 σ 02 ) α 2 = 1 2 (σ 02 + σ 12 σ 01 ) The second term measures the trace on the boundary of the domain. The third term is the gravitational energy. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
32 Floating Drops and Functions of Bounded Variation Lemma σ ij 0 for i,j = 0,1,2, i j if and only if F >. Lemma (Massari) Denote the Lipschitz constant of Ω by L and let α i 0 and σ ij 0 and then F is lower semi-continuous. σ ij 1 + L 2 σ i3 σ j3 i,j = 0,1,2, Ray Treinen (University of Toledo) Floating Drops January 26, / 32
33 Floating Drops and Functions of Bounded Variation We seek to minimize F in K = {(E 0,E 1,E 2 ) E i = Ω,E i E j =,i j, E i = v i, v i = Ω } where v i are the prescribed volumes of each fluid and E i are sets of finite perimeter. Theorem Let L be the Lipschitz constant for Ω and let α i 0 and σ ij 0 and σ ij 1 + L 2 σ i3 σ j3 i,j = 0,1,2. Then there exists (E 0,E 1,E 2 ), where E i are sets of finite perimeter, that minimizes F over K. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
34 Floating Drops and Functions of Bounded Variation Next minimize F in K, the elements of K that are radially symmetric. Theorem (Elcrat and Treinen) Let L be the Lipschitz constant for Ω and let α i 0 and σ ij 0 and σ ij 1 + L 2 σ i3 σ j3 i,j = 0,1,2. Then there exists (E 0,E 1,E 2 ), where E i are sets of finite perimeter, that minimizes F over K. Note that the minimizers here are symmetric about the vertical axis. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
35 Floating Drops and Functions of Bounded Variation Definition For any compact set K, the energy functional is F K (E 0,E 1,E 2 ) = 2 (α i i=0 K Dχ Ei + ρ i g K χ Ei zdv ). Definition A solution to the minimization problem is the triple (E 0,E 1,E 2 ) if F K (E 0,E 1,E 2 ) F K (A 0,A 1,A 2 ) for any (A 0,A 1,A 2 ) with i (K A i ) = K and E i A i K. The set E 1 is to have fixed volume v 1 and is what we consider to be the drop. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
36 Floating Drops and Functions of Bounded Variation Theorem (Elcrat and Treinen) For a given volume v 1 and any compact set K there exists (E 0,E 1,E 2 ), radial, that minimizes F K over all radial (A 0,A 1,A 2 ) with i (K A i) = K and E i A i K within the slab R 2 ( T,T). This follows using a somewhat long diagonalization process with minimizers on cylinders with increasing radii. Ray Treinen (University of Toledo) Floating Drops January 26, / 32
37 The End Thank you for listening! Ray Treinen (University of Toledo) Floating Drops January 26, / 32
38 References Elcrat, Alan, Kim, Tae-Eun and Treinen, Ray, Annular capillary surfaces, Arch. Math. (Basel), Elcrat, Alan, Neel, Robert, and Siegel, David, Equilibrium configurations for a floating drop, J. Math. Fluid Mech., Elcrat, Alan and Treinen, Ray, Numerical results for a floating drop, Discrete and Continuous Dynamical Systems Supplements, Elcrat, Alan and Treinen, Ray, Floating drops and functions of bounded variation, Preprint available. R. Finn. Equilibrium Capillary Surfaces New York: Springer-Verlag, Giusti, Enrico, Minimal surfaces and functions of bounded variation, Birkhäuser Verlag, Ray Treinen (University of Toledo) Floating Drops January 26, / 32
39 References Massari, U., The parametric problem of capillarity: the case of two and three fluids, Astérisque, Treinen, Ray, A study of floating drops. Ph.D. thesis, Wichita State University, Treinen, Ray, Continuing annular capillary surfaces, Preprint available. Vogel, Thomas I., Symmetric unbounded liquid bridges, Pacific J. Math., Wente, Henry C., The stability of the axially symmetric pendent drop, Pacific J. Math., Ray Treinen (University of Toledo) Floating Drops January 26, / 32
Floating (or sinking) Bodies. Robert Finn
Floating (or sinking) Bodies Robert Finn Place rigid body B of density ρ into bath of fluid of density ρ 0 in vertical gravity field g, assuming no interaction of adjacent materials. Then B floats if ρ
More informationPacific Journal of Mathematics
Pacific Journal of Mathematics ON A THEOREM OF LANCASTER AND SIEGEL Danzhu Shi and Robert Finn Volume 13 No. 1 January 004 PACIFIC JOURNAL OF MATHEMATICS Vol. 13, No. 1, 004 ON A THEOREM OF LANCASTER
More informationON THE BEHAVIOR OF A CAPILLARY SURFACE AT A RE-ENTRANT CORNER
PACIFIC JOURNAL OF MATHEMATICS Vol 88, No 2, 1980 ON THE BEHAVIOR OF A CAPILLARY SURFACE AT A RE-ENTRANT CORNER NICHOLAS J KOREVAAR Changes in a domain's geometry can force striking changes in the capillary
More informationMulti-Phase Optimal Partitions
Multi-Phase Optimal Partitions Functions of Bounded Variation Candidate: Supervisors: Beniamin Bogoşel Prof. Dorin Bucur Prof. Édouard Oudet Chambéry 2012 Contents 1 Introduction 4 2 Existence results
More informationOn floating equilibria in a laterally finite container
On floating equilibria in a laterally finite container John McCuan and Ray Treinen August 8, 2016 Abstract The main contribution of this paper is the precise numerical identification of a model set of
More informationarxiv: v1 [math.ap] 4 Jan 2016
The geometry of the triple junction between three fluids in equilibrium arxiv:1601.00370v1 [math.ap] 4 Jan 2016 Blank, Elcrat, and Treinen January 5, 2016 Abstract Weconductananalysisofthe blowup atthetriplejunction
More informationCENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer
CENG 501 Examination Problem: Estimation of Viscosity with a Falling - Cylinder Viscometer You are assigned to design a fallingcylinder viscometer to measure the viscosity of Newtonian liquids. A schematic
More informationMultiphase Flow and Heat Transfer
Multiphase Flow and Heat Transfer ME546 -Sudheer Siddapureddy sudheer@iitp.ac.in Surface Tension The free surface between air and water at a molecular scale Molecules sitting at a free liquid surface against
More information1. Comparison of stability analysis to previous work
. Comparison of stability analysis to previous work The stability problem (6.4) can be understood in the context of previous work. Benjamin (957) and Yih (963) have studied the stability of fluid flowing
More informationGeometric PDE and The Magic of Maximum Principles. Alexandrov s Theorem
Geometric PDE and The Magic of Maximum Principles Alexandrov s Theorem John McCuan December 12, 2013 Outline 1. Young s PDE 2. Geometric Interpretation 3. Maximum and Comparison Principles 4. Alexandrov
More informationFLOATING WITH SURFACE TENSION
FLOATING WITH SURFACE TENSION FROM ARCHIMEDES TO KELLER Dominic Vella Mathematical Institute, University of Oxford JBK @ WHOI Joe was a regular fixture of the Geophysical Fluid Dynamics programme (run
More informationLine Tension Effect upon Static Wetting
Line Tension Effect upon Static Wetting Pierre SEPPECHER Université de Toulon et du Var, BP 132 La Garde Cedex seppecher@univ tln.fr Abstract. Adding simply, in the classical capillary model, a constant
More informationCh 5.7: Series Solutions Near a Regular Singular Point, Part II
Ch 5.7: Series Solutions Near a Regular Singular Point, Part II! Recall from Section 5.6 (Part I): The point x 0 = 0 is a regular singular point of with and corresponding Euler Equation! We assume solutions
More informationON THE SYMMETRY OF ANNULAR BRYANT SURFACE WITH CONSTANT CONTACT ANGLE. Sung-Ho Park
Korean J. Math. 22 (201), No. 1, pp. 133 138 http://dx.doi.org/10.11568/kjm.201.22.1.133 ON THE SYMMETRY OF ANNULAR BRYANT SURFACE WITH CONSTANT CONTACT ANGLE Sung-Ho Park Abstract. We show that a compact
More informationStability of Delaunay Surface Solutions to Capillary Problems
Stability of Delaunay Surface Solutions to Capillary Problems Thomas I Vogel Texas A&M University, College Station, TX, 77843 tvogel@mathtamuedu Abstract The stability of rotationally symmetric solutions
More informationVERTICAL BLOW UPS OF CAPILLARY SURFACES IN R 3, PART 1: CONVEX CORNERS
Electronic Journal of Differential Equations, Vol. 2007(2007), No. 152, pp. 1 24. ISSN: 1072-6691. URL: http://ejde.math.txstate.edu or http://ejde.math.unt.edu ftp ejde.math.txstate.edu (login: ftp) VERTIL
More informationGIOVANNI COMI AND MONICA TORRES
ONE-SIDED APPROXIMATION OF SETS OF FINITE PERIMETER GIOVANNI COMI AND MONICA TORRES Abstract. In this note we present a new proof of a one-sided approximation of sets of finite perimeter introduced in
More informationNonlinear elasticity and gels
Nonlinear elasticity and gels M. Carme Calderer School of Mathematics University of Minnesota New Mexico Analysis Seminar New Mexico State University April 4-6, 2008 1 / 23 Outline Balance laws for gels
More informationSESSILE DROPS ON SLIGHTLY UNEVEN HYDROPHILIC SURFACES
CANADIAN APPLIED MATHEMATICS QUARTERLY Volume 7, Number 3, Fall 1999 SESSILE DROPS ON SLIGHTLY UNEVEN HYDROPHILIC SURFACES S. PENNELL AND J. GRAHAM-EAGLE ABSTRACT. The problem of determining the shape
More informationOPTIMAL CONTROL AND STRANGE TERM FOR A STOKES PROBLEM IN PERFORATED DOMAINS
PORTUGALIAE MATHEMATICA Vol. 59 Fasc. 2 2002 Nova Série OPTIMAL CONTROL AND STRANGE TERM FOR A STOKES PROBLEM IN PERFORATED DOMAINS J. Saint Jean Paulin and H. Zoubairi Abstract: We study a problem of
More informationSome mathematical aspects of capillary surfaces
Some mathematical aspects of capillary surfaces A. Mellet April 9, 2008 Abstract This is a review of various mathematical aspects of the study of capillary surfaces. A special emphasis is put on the behavior
More information2007 Problem Topic Comment 1 Kinematics Position-time equation Kinematics 7 2 Kinematics Velocity-time graph Dynamics 6 3 Kinematics Average velocity
2007 Problem Topic Comment 1 Kinematics Position-time equation Kinematics 7 2 Kinematics Velocity-time graph Dynamics 6 3 Kinematics Average velocity Energy 7 4 Kinematics Free fall Collisions 3 5 Dynamics
More informationUnchecked Aspects of Variation of Acceleration due to Gravity with Altitude
1 Unchecked Aspects of Variation of Acceleration due to Gravity with Altitude Ajay Sharma Fundamental Physical Society. His Mercy Enclave. Post Box 107 GPO Shimla 171001 HP India Email; ajay.pqr@gmail.com
More informationLiquid Layers, Capillary Interfaces, and Floating Bodies
Liquid Layers, Capillary Interfaces, and Floating Bodies Lecture Notes Erich Miersemann Mathematisches Institut Universität Leipzig Version March, 2013 2 Contents 1 Introduction 9 1.1 Mean curvature, Gauss
More informationMATH2321, Calculus III for Science and Engineering, Fall Name (Printed) Print your name, the date, and then sign the exam on the line
MATH2321, Calculus III for Science and Engineering, Fall 218 1 Exam 2 Name (Printed) Date Signature Instructions STOP. above. Print your name, the date, and then sign the exam on the line This exam consists
More informationPacking, Curvature, and Tangling
Packing, Curvature, and Tangling Osaka City University February 28, 2006 Gregory Buck and Jonathan Simon Department of Mathematics, St. Anselm College, Manchester, NH. Research supported by NSF Grant #DMS007747
More informationAdvanced Structural Analysis EGF Cylinders Under Pressure
Advanced Structural Analysis EGF316 4. Cylinders Under Pressure 4.1 Introduction When a cylinder is subjected to pressure, three mutually perpendicular principal stresses will be set up within the walls
More informationMINIMAL GRAPHS PART I: EXISTENCE OF LIPSCHITZ WEAK SOLUTIONS TO THE DIRICHLET PROBLEM WITH C 2 BOUNDARY DATA
MINIMAL GRAPHS PART I: EXISTENCE OF LIPSCHITZ WEAK SOLUTIONS TO THE DIRICHLET PROBLEM WITH C 2 BOUNDARY DATA SPENCER HUGHES In these notes we prove that for any given smooth function on the boundary of
More informationP = 1 3 (σ xx + σ yy + σ zz ) = F A. It is created by the bombardment of the surface by molecules of fluid.
CEE 3310 Thermodynamic Properties, Aug. 27, 2010 11 1.4 Review A fluid is a substance that can not support a shear stress. Liquids differ from gasses in that liquids that do not completely fill a container
More informationROTATING RING. Volume of small element = Rdθbt if weight density of ring = ρ weight of small element = ρrbtdθ. Figure 1 Rotating ring
ROTATIONAL STRESSES INTRODUCTION High centrifugal forces are developed in machine components rotating at a high angular speed of the order of 100 to 500 revolutions per second (rps). High centrifugal force
More informationFour-phase merging in sessile compound drops
J. Fluid Mech. (00), vol. 45, pp. 4 40. c 00 Cambridge University Press DOI: 0.07/S000000708 Printed in the United Kingdom 4 Four-phase merging in sessile compound drops By L. M A H A D E V A N, M. A D
More informationFE Fluids Review March 23, 2012 Steve Burian (Civil & Environmental Engineering)
Topic: Fluid Properties 1. If 6 m 3 of oil weighs 47 kn, calculate its specific weight, density, and specific gravity. 2. 10.0 L of an incompressible liquid exert a force of 20 N at the earth s surface.
More informationReaction at the Interfaces
Reaction at the Interfaces Lecture 1 On the course Physics and Chemistry of Interfaces by HansJürgen Butt, Karlheinz Graf, and Michael Kappl Wiley VCH; 2nd edition (2006) http://homes.nano.aau.dk/lg/surface2009.htm
More informationPF BC. When is it Energetically Favourable for a Rivulet of Perfectly Wetting Fluid to Split?
PF 05-0109-BC When is it Energetically Favourable for a Rivulet of Perfectly Wetting Fluid to Split? S. K. Wilson 1 and B. R. Duffy 2 Department of Mathematics, University of Strathclyde, Livingstone Tower,
More informationStability of Unduloidal and Nodoidal Menisci between two Solid Spheres
Stability of Unduloidal and Nodoidal Menisci between two Solid Spheres Boris Y. Rubinstein and Leonid G. Fel Mathematics Subject Classification (21). Primary 53A1; Secondary 76B45. Keywords. Stability
More informationCANONICAL EQUATIONS. Application to the study of the equilibrium of flexible filaments and brachistochrone curves. By A.
Équations canoniques. Application a la recherche de l équilibre des fils flexibles et des courbes brachystochrones, Mem. Acad. Sci de Toulouse (8) 7 (885), 545-570. CANONICAL EQUATIONS Application to the
More informationCapillarity and Wetting Phenomena
? Pierre-Gilles de Gennes Frangoise Brochard-Wyart David Quere Capillarity and Wetting Phenomena Drops, Bubbles, Pearls, Waves Translated by Axel Reisinger With 177 Figures Springer Springer New York Berlin
More informationFigure 11.1: A fluid jet extruded where we define the dimensionless groups
11. Fluid Jets 11.1 The shape of a falling fluid jet Consider a circular orifice of a radius a ejecting a flux Q of fluid density ρ and kinematic viscosity ν (see Fig. 11.1). The resulting jet accelerates
More informationThe Virial Theorem, MHD Equilibria, and Force-Free Fields
The Virial Theorem, MHD Equilibria, and Force-Free Fields Nick Murphy Harvard-Smithsonian Center for Astrophysics Astronomy 253: Plasma Astrophysics February 10 12, 2014 These lecture notes are largely
More informationColloidal Particles at Liquid Interfaces: An Introduction
1 Colloidal Particles at Liquid Interfaces: An Introduction Bernard P. Binks and Tommy S. Horozov Surfactant and Colloid Group, Department of Chemistry, University of Hull, Hull, HU6 7RX, UK 1.1 Some Basic
More informationAbsorption of gas by a falling liquid film
Absorption of gas by a falling liquid film Christoph Albert Dieter Bothe Mathematical Modeling and Analysis Center of Smart Interfaces/ IRTG 1529 Darmstadt University of Technology 4th Japanese-German
More informationModelling of interfaces and free boundaries
University of Regensburg Regensburg, March 2009 Outline 1 Introduction 2 Obstacle problems 3 Stefan problem 4 Shape optimization Introduction What is a free boundary problem? Solve a partial differential
More informationTHE WAVE EQUATION. F = T (x, t) j + T (x + x, t) j = T (sin(θ(x, t)) + sin(θ(x + x, t)))
THE WAVE EQUATION The aim is to derive a mathematical model that describes small vibrations of a tightly stretched flexible string for the one-dimensional case, or of a tightly stretched membrane for the
More informationFluid Mechanics Prof. S. K. Som Department of Mechanical Engineering Indian Institute of Technology, Kharagpur. Lecture - 9 Fluid Statics Part VI
Fluid Mechanics Prof. S. K. Som Department of Mechanical Engineering Indian Institute of Technology, Kharagpur Lecture - 9 Fluid Statics Part VI Good morning, I welcome you all to this session of Fluid
More informationUpthrust and Archimedes Principle
1 Upthrust and Archimedes Principle Objects immersed in fluids, experience a force which tends to push them towards the surface of the liquid. This force is called upthrust and it depends on the density
More informationModeling and Analysis of Dynamic Systems
Modeling and Analysis of Dynamic Systems Dr. Guillaume Ducard Fall 2017 Institute for Dynamic Systems and Control ETH Zurich, Switzerland G. Ducard c 1 / 34 Outline 1 Lecture 7: Recall on Thermodynamics
More informationSurface Tension Effect on a Two Dimensional. Channel Flow against an Inclined Wall
Applied Mathematical Sciences, Vol. 1, 007, no. 7, 313-36 Surface Tension Effect on a Two Dimensional Channel Flow against an Inclined Wall A. Merzougui *, H. Mekias ** and F. Guechi ** * Département de
More informationA Domain Decomposition Method for Quasilinear Elliptic PDEs Using Mortar Finite Elements
W I S S E N T E C H N I K L E I D E N S C H A F T A Domain Decomposition Method for Quasilinear Elliptic PDEs Using Mortar Finite Elements Matthias Gsell and Olaf Steinbach Institute of Computational Mathematics
More information2. Determine the surface tension of water with the capillary-rise method.
Fakultät für Physik und Geowissenschaften Physikalisches Grundpraktikum M19e Surface Tension Tasks 1. Determine the surface tension σ of an organic liquid using the anchor-ring method. Use three different
More informationCalculus Math 21B, Winter 2009 Final Exam: Solutions
Calculus Math B, Winter 9 Final Exam: Solutions. (a) Express the area of the region enclosed between the x-axis and the curve y = x 4 x for x as a definite integral. (b) Find the area by evaluating the
More informationSimplified formulas of heave added mass coefficients at high frequency for various two-dimensional bodies in a finite water depth
csnak, 2015 Int. J. Nav. Archit. Ocean Eng. (2015) 7:115~127 http://dx.doi.org/10.1515/ijnaoe-2015-0009 pissn: 2092-6782, eissn: 2092-6790 Simplified formulas of heave added mass coefficients at high frequency
More information3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1
Math Problem a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1 3 6 Solve the initial value problem u ( t) = Au( t) with u (0) =. 3 1 u 1 =, u 1 3 = b- True or false and why 1. if A is
More informationPHYSICS OF FLUID SPREADING ON ROUGH SURFACES
INTERNATIONAL JOURNAL OF NUMERICAL ANALYSIS AND MODELING Volume 5, Supp, Pages 85 92 c 2008 Institute for Scientific Computing and Information PHYSICS OF FLUID SPREADING ON ROUGH SURFACES K. M. HAY AND
More informationPhysics 6B. Practice Midterm #1 Solutions
Physics 6B Practice Midterm #1 Solutions 1. A block of plastic with a density of 90 kg/m 3 floats at the interface between of density 850 kg/m 3 and of density 1000 kg/m 3, as shown. Calculate the percentage
More informationheat transfer process where a liquid undergoes a phase change into a vapor (gas)
Two-Phase: Overview Two-Phase two-phase heat transfer describes phenomena where a change of phase (liquid/gas) occurs during and/or due to the heat transfer process two-phase heat transfer generally considers
More informationDecay in Time of Incompressible Flows
J. math. fluid mech. 5 (23) 231 244 1422-6928/3/3231-14 c 23 Birkhäuser Verlag, Basel DOI 1.17/s21-3-79-1 Journal of Mathematical Fluid Mechanics Decay in Time of Incompressible Flows Heinz-Otto Kreiss,
More informationM E 320 Professor John M. Cimbala Lecture 05
M E 320 Professor John M. Cimbala Lecture 05 Today, we will: Continue Chapter 3 Pressure and Fluid Statics Discuss applications of fluid statics (barometers and U-tube manometers) Do some example problems
More informationMAT 272 Test 1 Review. 1. Let P = (1,1) and Q = (2,3). Find the unit vector u that has the same
11.1 Vectors in the Plane 1. Let P = (1,1) and Q = (2,3). Find the unit vector u that has the same direction as. QP a. u =< 1, 2 > b. u =< 1 5, 2 5 > c. u =< 1, 2 > d. u =< 1 5, 2 5 > 2. If u has magnitude
More informationCHARACTERISTIC OF FLUIDS. A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude.
CHARACTERISTIC OF FLUIDS A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude. In a fluid at rest, normal stress is called pressure. 1 Dimensions,
More informationPartial Differential Equations, 2nd Edition, L.C.Evans The Calculus of Variations
Partial Differential Equations, 2nd Edition, L.C.Evans Chapter 8 The Calculus of Variations Yung-Hsiang Huang 2018.03.25 Notation: denotes a bounded smooth, open subset of R n. All given functions are
More informationREE Internal Fluid Flow Sheet 2 - Solution Fundamentals of Fluid Mechanics
REE 307 - Internal Fluid Flow Sheet 2 - Solution Fundamentals of Fluid Mechanics 1. Is the following flows physically possible, that is, satisfy the continuity equation? Substitute the expressions for
More informationDivergence-measure fields: an overview of generalizations of the Gauss-Green formulas
Divergence-measure fields: an overview of generalizations of the Gauss-Green formulas Giovanni E. Comi (SNS) PDE CDT Lunchtime Seminar University of Oxford, Mathematical Institute June, 8, 2017 G. E. Comi
More informationV (r,t) = i ˆ u( x, y,z,t) + ˆ j v( x, y,z,t) + k ˆ w( x, y, z,t)
IV. DIFFERENTIAL RELATIONS FOR A FLUID PARTICLE This chapter presents the development and application of the basic differential equations of fluid motion. Simplifications in the general equations and common
More informationCentrifugation. Tubular Bowl Centrifuge. Disc Bowl Centrifuge
CENTRIFUGATION Centrifugation Centrifugation involves separation of liquids and particles based on density. Centrifugation can be used to separate cells from a culture liquid, cell debris from a broth,
More informationAsymptotics of a Small Liquid Drop on a Cone and Plate Rheometer
Asymptotics of a Small Liqui Drop on a Cone an Plate Rheometer Vincent Cregan, Stephen B.G. O Brien, an Sean McKee Abstract A cone an a plate rheometer is a laboratory apparatus use to measure the viscosity
More informationME 309 Fluid Mechanics Fall 2010 Exam 2 1A. 1B.
Fall 010 Exam 1A. 1B. Fall 010 Exam 1C. Water is flowing through a 180º bend. The inner and outer radii of the bend are 0.75 and 1.5 m, respectively. The velocity profile is approximated as C/r where C
More informationMeasurement of Interfacial Tension from the Shape of a Rotating Drop 1
Journal of Colloid and Interface Science 23, 99-107 (1967) Measurement of Interfacial Tension from the Shape of a Rotating Drop 1 H. M. PRINCEN, I. Y. Z. ZIA, AND S. G. MASON Pulp and Paper Research Institute
More informationSolution The light plates are at the same heights. In balance, the pressure at both plates has to be the same. m g A A A F A = F B.
43. A piece of metal rests in a toy wood boat floating in water in a bathtub. If the metal is removed from the boat, and kept out of the water, what happens to the water level in the tub? A) It does not
More informationNonlinear Analysis: Modelling and Control, 2008, Vol. 13, No. 4,
Nonlinear Analysis: Modelling and Control, 2008, Vol. 13, No. 4, 513 524 Effects of Temperature Dependent Thermal Conductivity on Magnetohydrodynamic (MHD) Free Convection Flow along a Vertical Flat Plate
More informationCapillary surfaces and complex analysis: new opportunities to study menisci singularities. Mars Alimov, Kazan Federal University, Russia
Capillary surfaces and complex analysis: new opportunities to study menisci singularities Mars limov Kazan Federal University Russia Kostya Kornev Clemson University SC Outline Intro to wetting and capillarity
More informationSurface chemistry. Liquid-gas, solid-gas and solid-liquid surfaces.
Surface chemistry. Liquid-gas, solid-gas and solid-liquid surfaces. Levente Novák & István Bányai, University of Debrecen Dept of Colloid and Environmental Chemistry http://kolloid.unideb.hu/~kolloid/
More informationFigure 1 Answer: = m
Q1. Figure 1 shows a solid cylindrical steel rod of length =.0 m and diameter D =.0 cm. What will be increase in its length when m = 80 kg block is attached to its bottom end? (Young's modulus of steel
More informationReview for 3 rd Midterm
Review for 3 rd Midterm Midterm is on 4/19 at 7:30pm in the same rooms as before You are allowed one double sided sheet of paper with any handwritten notes you like. The moment-of-inertia about the center-of-mass
More information2 phase problem for the Navier-Stokes equations in the whole space.
2 phase problem for the Navier-Stokes equations in the whole space Yoshihiro Shibata Department of Mathematics & Research Institute of Sciences and Engineerings, Waseda University, Japan Department of
More informationAttraction and repulsion of floating particles
Attraction and repulsion of floating particles M. A. FORTES Deptrrtrr~~lc.~lto tle Metcrllrrgitr, 111stitlrto Srrpc>rior T6oiic.o; Cetltro tic MecBtrictr c,mntc~ritris tlrr Ut~icc~rsitltrtle Tt;ctlictr
More informationStellar structure Conservation of mass Conservation of energy Equation of hydrostatic equilibrium Equation of energy transport Equation of state
Stellar structure For an isolated, static, spherically symmetric star, four basic laws / equations needed to describe structure: Conservation of mass Conservation of energy (at each radius, the change
More informationMEAN CURVATURE FLOW OF ENTIRE GRAPHS EVOLVING AWAY FROM THE HEAT FLOW
MEAN CURVATURE FLOW OF ENTIRE GRAPHS EVOLVING AWAY FROM THE HEAT FLOW GREGORY DRUGAN AND XUAN HIEN NGUYEN Abstract. We present two initial graphs over the entire R n, n 2 for which the mean curvature flow
More informationCHARACTERISTIC OF FLUIDS. A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude.
CHARACTERISTIC OF FLUIDS A fluid is defined as a substance that deforms continuously when acted on by a shearing stress at any magnitude. In a fluid at rest, normal stress is called pressure. 1 Dimensions,
More information1.060 Engineering Mechanics II Spring Problem Set 1
1.060 Engineering Mechanics II Spring 2006 Due on Tuesday, February 21st Problem Set 1 Important note: Please start a new sheet of paper for each problem in the problem set. Write the names of the group
More informationEXISTENCE OF SOLUTIONS TO THE CAHN-HILLIARD/ALLEN-CAHN EQUATION WITH DEGENERATE MOBILITY
Electronic Journal of Differential Equations, Vol. 216 216), No. 329, pp. 1 22. ISSN: 172-6691. URL: http://ejde.math.txstate.edu or http://ejde.math.unt.edu EXISTENCE OF SOLUTIONS TO THE CAHN-HILLIARD/ALLEN-CAHN
More informationFrequency functions, monotonicity formulas, and the thin obstacle problem
Frequency functions, monotonicity formulas, and the thin obstacle problem IMA - University of Minnesota March 4, 2013 Thank you for the invitation! In this talk we will present an overview of the parabolic
More informationOn a weighted total variation minimization problem
On a weighted total variation minimization problem Guillaume Carlier CEREMADE Université Paris Dauphine carlier@ceremade.dauphine.fr Myriam Comte Laboratoire Jacques-Louis Lions, Université Pierre et Marie
More informationBoiling and Condensation (ME742)
Indian Institute of Technology Kanpur Department of Mechanical Engineering Boiling and Condensation (ME742) PG/Open Elective Credits: 3-0-0-9 Updated Syllabus: Introduction: Applications of boiling and
More informationModeling and Analysis of Dynamic Systems
Modeling and Analysis of Dynamic Systems by Dr. Guillaume Ducard Fall 2016 Institute for Dynamic Systems and Control ETH Zurich, Switzerland 1/21 Outline 1 Lecture 4: Modeling Tools for Mechanical Systems
More information(You may need to make a sin / cos-type trigonometric substitution.) Solution.
MTHE 7 Problem Set Solutions. As a reminder, a torus with radii a and b is the surface of revolution of the circle (x b) + z = a in the xz-plane about the z-axis (a and b are positive real numbers, with
More informationLab Section Date. ME4751 Air Flow Rate Measurement
Name Lab Section Date ME4751 Air Flow Rate Measurement Objective The objective of this experiment is to determine the volumetric flow rate of air flowing through a pipe using a Pitot-static tube and a
More informationGroovy Drops: Effect of Groove Curvature on Spontaneous Capillary Flow
Groovy Drops: Effect of Groove Curvature on Spontaneous Capillary Flow Myra Kitron-Belinkov,, Abraham Marmur,*, Thomas Trabold, and Gayatri Vyas Dadheech Department of Chemical Engineering, Technion -
More informationFoliations of hyperbolic space by constant mean curvature surfaces sharing ideal boundary
Foliations of hyperbolic space by constant mean curvature surfaces sharing ideal boundary David Chopp and John A. Velling December 1, 2003 Abstract Let γ be a Jordan curve in S 2, considered as the ideal
More informationCOMBINED EFFECTS OF RADIATION AND JOULE HEATING WITH VISCOUS DISSIPATION ON MAGNETOHYDRODYNAMIC FREE CONVECTION FLOW AROUND A SPHERE
Suranaree J. Sci. Technol. Vol. 20 No. 4; October - December 2013 257 COMBINED EFFECTS OF RADIATION AND JOULE HEATING WITH VISCOUS DISSIPATION ON MAGNETOHYDRODYNAMIC FREE CONVECTION FLOW AROUND A SPHERE
More informationPartitioned Methods for Multifield Problems
C Partitioned Methods for Multifield Problems Joachim Rang, 6.7.2016 6.7.2016 Joachim Rang Partitioned Methods for Multifield Problems Seite 1 C One-dimensional piston problem fixed wall Fluid flexible
More informationstorage tank, or the hull of a ship at rest, is subjected to fluid pressure distributed over its surface.
Hydrostatic Forces on Submerged Plane Surfaces Hydrostatic forces mean forces exerted by fluid at rest. - A plate exposed to a liquid, such as a gate valve in a dam, the wall of a liquid storage tank,
More informationStationary isothermic surfaces and some characterizations of the hyperplane in the N-dimensional Euclidean space
arxiv:081.165v1 [math.ap] 11 Dec 008 Stationary isothermic surfaces and some characterizations of the hyperplane in the N-dimensional Euclidean space Rolando Magnanini and Shigeru Sakaguchi October 6,
More informationRESEARCH STATEMENT BHAGYA ATHUKORALLAGE
RESEARCH STATEENT BHAGYA ATHUKORALLAGE y research interests lie in several areas of applied mathematics. In particular, I recently focused my attention on the mathematical theory of capillary interfaces
More informationAn introduction to Mathematical Theory of Control
An introduction to Mathematical Theory of Control Vasile Staicu University of Aveiro UNICA, May 2018 Vasile Staicu (University of Aveiro) An introduction to Mathematical Theory of Control UNICA, May 2018
More informationFigure 3: Problem 7. (a) 0.9 m (b) 1.8 m (c) 2.7 m (d) 3.6 m
1. For the manometer shown in figure 1, if the absolute pressure at point A is 1.013 10 5 Pa, the absolute pressure at point B is (ρ water =10 3 kg/m 3, ρ Hg =13.56 10 3 kg/m 3, ρ oil = 800kg/m 3 ): (a)
More informationConvex solutions to the mean curvature flow
Annals of Mathematics 173 (2011), 1185 1239 doi: 10.4007/annals.2011.173.3.1 Convex solutions to the mean curvature flow By Xu-Jia Wang Abstract In this paper we study the classification of ancient convex
More information5.2 Surface Tension Capillary Pressure: The Young-Laplace Equation. Figure 5.1 Origin of surface tension at liquid-vapor interface.
5.2.1 Capillary Pressure: The Young-Laplace Equation Vapor Fo Fs Fs Fi Figure 5.1 Origin of surface tension at liquid-vapor interface. Liquid 1 5.2.1 Capillary Pressure: The Young-Laplace Equation Figure
More informationSpecific heat capacity. Convective heat transfer coefficient. Thermal diffusivity. Lc ft, m Characteristic length (r for cylinder or sphere; for slab)
Important Heat Transfer Parameters CBE 150A Midterm #3 Review Sheet General Parameters: q or or Heat transfer rate Heat flux (per unit area) Cp Specific heat capacity k Thermal conductivity h Convective
More informationMATH Final Project Mean Curvature Flows
MATH 581 - Final Project Mean Curvature Flows Olivier Mercier April 30, 2012 1 Introduction The mean curvature flow is part of the bigger family of geometric flows, which are flows on a manifold associated
More informationTHERMOCAPILLARY CONVECTION IN A LIQUID BRIDGE SUBJECTED TO INTERFACIAL COOLING
THERMOCAPILLARY CONVECTION IN A LIQUID BRIDGE SUBJECTED TO INTERFACIAL COOLING Melnikov D. E. and Shevtsova V. M. Abstract Influence of heat loss through interface on a supercritical three-dimensional
More information