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1.
The wedge subjected to tractions: a paradox resolved   总被引:4,自引:0,他引:4  
The classical two-dimensional solution provided by Lévy for the stress distribution in an elastic wedge, loaded by a uniform pressure on one face, becomes infinite when the opening angle 2 of the wedge satisfies the equation tan 2 = 2. Such pathological behavior prompted the investigation in this paper of the stresses and displacements that are induced by tractions of O(r ) as r0. The key point is to choose an Airy stress function which generates stresses capable of accommodating unrestricted loading. Fortunately conditions can be derived which pre-determine the form of the necessary Airy stress function. The results show that inhomogeneous boundary conditions can induce stresses of O(r ), O(r ln r), or O(r ln2 r) as r0, depending on which conditions are satisfied. The stress function used by Williams is sufficient only if the induced stress and displacement behavior is of the power type. The wedge loaded by uniform antisymmetric shear tractions is shown in this paper to exhibit stresses of O(ln r) as r0 for the half-plane or crack geometry. At the critical opening angle 2, uniform antisymmetric normal and symmetric shear tractions also induce the above type of stress singularity. No anticipating such stresses, Lévy used an insufficiently general Airy stress function that led to the observed pathological behavior at 2.  相似文献   

2.
The objective of this paper is to present an overview of the fundamental equations governing transport phenomena in compressible reservoirs. A general mathematical model is presented for important thermo-mechanical processes operative in a reservoir. Such a formulation includes equations governing multiphase fluid (gas-water-hydrocarbon) flow, energy transport, and reservoir skeleton deformation. The model allows phase changes due to gas solubility. Furthermore, Terzaghi's concept of effective stress and stress-strain relations are incorporated into the general model. The functional relations among various model parameters which cause the nonlinearity of the system of equations are explained within the context of reservoir engineering principles. Simplified equations and appropriate boundary conditions have also been presented for various cases. It has been demonstrated that various well-known equations such as Jacob, Terzaghi, Buckley-Leverett, Richards, solute transport, black-oil, and Biot equations are simplifications of the compositional model.Notation List B reservoir thickness - B formation volume factor of phase - Ci mass of component i dissolved per total volume of solution - C i mass fraction of component i in phase - C heat capacity of phase at constant volume - Cp heat capacity of phase at constant pressure - D i hydrodynamic dispersion coefficient of component i in phase - DMTf thermal liquid diffusivity for fluid f - F = F(x, y, z, t) defines the boundary surface - fp fractional flow of phase - g gravitational acceleration - Hp enthalpy per unit mass of phase - Jp volumetric flux of phase - krf relative permeability to fluid f - k0 absolute permeability of the medium - Mp i mass of component i in phase - n porosity - N rate of accretion - Pf pressure in fluid f - pca capillary pressure between phases and =p-p - Ri rate of mass transfer of component i from phase to phase - Ri source source rate of component i within phase - S saturation of phase - s gas solubility - T temperature - t time - U displacement vector - u velocity in the x-direction - v velocity in the y-direction - V volume of phase - Vs velocity of soil solids - Wi body force in coordinate direction i - x horizontal coordinate - z vertical coordinate Greek Letters p volumetric coefficient of compressibility - T volumetric coefficient of thermal expansion - ij Kronecker delta - volumetric strain - m thermal conductivity of the whole matrix - internal energy per unit mass of phase - gf suction head - density of phase - ij tensor of total stresses - ij tensor of effective stresses - volumetric content of phase - f viscosity of fluid f  相似文献   

3.
The behavior of supersonic mixing layers under three conditions has been examined by schlieren photography and laser Doppler velocimetry. In the schlieren photographs, some large-scale, repetitive patterns were observed within the mixing layer; however, these structures do not appear to dominate the mixing layer character under the present flow conditions. It was found that higher levels of secondary freestream turbulence did not increase the peak turbulence intensity observed within the mixing layer, but slightly increased the growth rate. Higher levels of freestream turbulence also reduced the axial distance required for development of the mean velocity. At higher convective Mach numbers, the mixing layer growth rate was found to be smaller than that of an incompressible mixing layer at the same velocity and freestream density ratio. The increase in convective Mach number also caused a decrease in the turbulence intensity ( u/U).List of symbols a speed of sound - b total mixing layer thickness between U 1 – 0.1 U and U 2 + 0.1 U - f normalized third moment of u-velocity, f u3/(U)3 - g normalized triple product of u2 , g u2/(U)3 - h normalized triple product of u 2, h u 2/(U)3 - l u axial distance for similarity in the mean velocity - l u axial distance for similarity in the turbulence intensity - M Mach number - M c convective Mach number (for 1 = 2), M c (U 1U 2)/(a 1 + a 2) - P static pressure - r freestream velocity ratio, r U 2/U 1 - Re unit Reynolds number, Re U/ - s freestream density ratio, s 2/1 - T t total temperature - u instantaneous streamwise velocity - u deviation of u-velocity, uuU - U local mean streamwise velocity - U 1 primary freestream velocity - U 2 secondary freestream velocity - average of freestream velocities, (U 1 + U 2)/2 - U freestream velocity difference, U U 1U 2 - instantaneous transverse velocity - v deviation of -velocity, V - V local mean transverse velocity - x streamwise coordinate - y transverse coordinate - y 0 transverse location of the mixing layer centerline - ensemble average - ratio of specific heats - boundary layer thickness (y-location at 99.5% of free-stream velocity) - similarity coordinate, (yy 0)/b - compressible boundary layer momentum thickness - viscosity - density - standard deviation - dimensionless velocity, (UU 2)/U - 1 primary stream - 2 secondary stream A version of this paper was presented at the 11th Symposium on Turbulence, October 17–19, 1988, University of Missouri-Rolla  相似文献   

4.
In this paper we consider the asymptotic behavior of solutions of the quasilinear equation of filtration as t. We prove that similar solutions of the equation u t = (u )xx asymptotically represent solutions of the Cauchy problem for the full equation u t = [(u)]xx if (u) is close to u for small u.  相似文献   

5.
Summary As part of a study on the hydrodynamics of a cyclone separator, a theoretical investigation of the flow pattern in a flat box cyclone (vortex chamber) has been carried out. Expressions have been derived for the tangential velocity profile as influenced by internal friction (eddy viscosity) and wall friction. The most important parameter controlling the tangential velocity profile is = –u 0 R/(v+ ), where u 0 is the radial velocity at the outer radius R of the cyclone, the kinematic liquid viscosity and is the kinematic eddy viscosity. For values of greater than about 10 the tangential velocity profile is nearly hyperbolic, for smaller than 1 the tangential velocity even decreases towards the centre. It is shown how and also the wall friction coefficient may be obtained from experimental velocity profiles with the aid of suitable graphs. Because of the close relation between eddy viscosity and eddy diffusion, measurements of velocity profiles in flat box cyclones will also provide information on the eddy motion of particles in a cyclone, a motion reducing its separation efficiency.List of symbols A cross-sectional area of cyclone inlet - h height of cyclone - p static pressure in cyclone - p static pressure difference in cyclone between two points on different radius - r radius in cyclone - r 1 radius of cyclone outlet - R radius of cyclone circumference - u radial velocity in cyclone - u 0 radial velocity at circumference of flat box cyclone - v tangential velocity - v 0 tangential velocity at circumference of flat box cyclone - w axial velocity - z axial co-ordinate in cyclone - friction coefficient in flat box cyclone (for definition see § 5) - 1 value of friction coefficient for 1<< 2 - 2 value of friction coefficient for 2<<1 - = - 1 value of for 1<< 2 - 2 value of for 2<<1 - thickness of laminar boundary layer - =/h - turbulent kinematic viscosity - ratio of z to h - k ratio of height of cyclone to radius R of cyclone - parameter describing velocity profile in cyclone =–u 0 R/(+) - kinematic viscosity of fluid - density of fluid - ratio of r to R - 1 value of at outlet of cyclone - 2 value of at inner radius of cyclone inlet - w shear stress at cyclone wall - angular momentum in cyclone/angular momentum in cyclone inlet - 1 value of at = 1 - 2 value of at = 2  相似文献   

6.
An approximate small-parameter solution of the Reynolds equation describing the pressure distribution in a hemispherical (0==0, +=/2 gasdynamic beating was proposed by Pan [1], Unfortunately, it is not suitable for spherical bearings with arbitrary included angle and contains essential inexactnesse with relation to the boundary condition at the end of the bearing. In the following the small-parameter method is used to solve approximately the Reynolds equation for a bearing with arbitrary included angle. In the general case the solution is expressed in terms of Lengendre functions with complex index. Formulas for calculating these functions are presented. The solution is represented in elementary functions for sufficiently small or sufficiently large values of the compressibility number.In conclusion the author wishes to thank A. V. Militsin and P. P. Mostovenko for assistance in carrying out the calculations.  相似文献   

7.
The paper presents an exact analysis of the dispersion of a passive contaminant in a viscous fluid flowing in a parallel plate channel driven by a uniform pressure gradient. The channel rotates about an axis perpendicular to its walls with a uniform angular velocity resulting in a secondary flow. Using a generalized dispersion model which is valid for all time, we evaluate the longitudinal dispersion coefficientsK i (i=1, 2, ...) as functions of time. It is shown thatK 1=0 andK 3,K 4, ... decay rapidly in comparison withK 2. ButK 2 decreases with increasing (the dimensionless rotation parameter) for values of upto approximately =2.2. ThereafterK 2 increases with further increase in and its value gets saturated for large values of (say, 500) and does not change any further with increase in . A physical explanation of this anomalous behaviour ofK 2 is given.
Instationäre konvektive Diffusion in einem rotierenden Parallelplattenkanal
Zusammenfassung In dieser Untersuchung wird eine exakte Analyse der Ausbreitung eines passiven Kontaminierungsstoffes in einer zähen Flüssigkeit gegeben, die, befördert durch einen gleichförmigen Druckgradienten, in einem Parallelplattenkanal strömt. Der Kanal rotiert mit gleichförmiger Winkelgeschwindigkeit um eine zu seinen Wänden senkrechte Achse, wodurch sich eine Sekundärströmung ausbildet. Unter Verwendung eines generalisierten, für alle Zeiten gültigen Dispersionsmodells werden die longitudinalen DispersionskoeffizientenK i (i=1, 2, ...) als Funktionen der Zeit ermittelt. Es wird gezeigt, daßK 1=0 gilt und dieK 3,K 4, ... gegenüberK 2 schnell abnehmen.K 2 nimmt ab, wenn , der dimensionslose Rotationsparameter, bis etwa zum Wert 2,2 ansteigt. Danach wächstK 2 mit bis auf einem Endwert an, der etwa ab =500 erreicht wird. Dieses anomale Verhalten vonK 2 findet eine physikalische Erklärung.

List of symbols C solute concentration - D molecular diffusivity - K i longitudinal dispersion coefficients - 2L depth of the channel - P 0 dimensionless pressure gradient along main flow - Pe Péclet number - q velocity vector - Q x,Q y mass flux along the main flow and the secondary flow directions - dimensionless average velocity along the main flow direction - (x, y, z) Cartesian co-ordinates Greek symbols dimensionless rotation parameter - the inclination of side walls withx-axis - kinematic viscosity - fluid density - dimensionless time - angular velocity of the channel - dimensionless distance along the main flow direction - dimensionless distance along the vertical direction - dimensionless solute concentration - integral of the dispersion coefficientK 2() over a time interval  相似文献   

8.
Summary A three-parameter model is introduced to describe the shear rate — shear stress relation for dilute aqueous solutions of polyacrylamide (Separan AP-30) or polyethylenoxide (Polyox WSR-301) in the concentration range 50 wppm – 10,000 wppm. Solutions of both polymers show for a similar rheological behaviour. This behaviour can be described by an equation having three parameters i.e. zero-shear viscosity 0, infinite-shear viscosity , and yield stress 0, each depending on the polymer concentration. A good agreement is found between the values calculated with this three-parameter model and the experimental results obtained with a cone-and-plate rheogoniometer and those determined with a capillary-tube rheometer.
Zusammenfassung Der Zusammenhang zwischen Schubspannung und Schergeschwindigkeit von strukturviskosen Flüssigkeiten wird durch ein Modell mit drei Parametern beschrieben. Mit verdünnten wäßrigen Polyacrylamid-(Separan AP-30) sowie Polyäthylenoxidlösungen (Polyox WSR-301) wird das Modell experimentell geprüft. Beide Polymerlösungen zeigen im untersuchten Schergeschwindigkeitsbereich von ein ähnliches rheologisches Verhalten. Dieses Verhalten kann mit drei konzentrationsabhängigen Größen, nämlich einer Null-Viskosität 0, einer Grenz-Viskosität und einer Fließgrenze 0 beschrieben werden. Die Ergebnisse von Experimenten mit einem Kegel-Platte-Rheogoniometer sowie einem Kapillarviskosimeter sind in guter Übereinstimmung mit den Werten, die mit dem Drei-Parameter-Modell berechnet worden sind.

a Pa–1 physical quantity defined by:a = {1 – ( / 0)}/ 0 - c l concentration (wppm) - D m capillary diameter - L m length of capillary tube - P Pa pressure drop - R m radius of capillary tube - u m s–1 average velocity - v r m s–1 local axial velocity at a distancer from the axis of the tube - shear rate (–dv r /dr) - local shear rate in capillary flow - s–1 wall shear rate in capillary flow - Pa s dynamic viscosity - a Pa s apparent viscosity defined by eq. [2] - ( a ) Pa s apparent viscosity in capillary tube at a distanceR from the axis - 0 Pa s zero-shear viscosity defined by eq. [4] - Pa s infinite-shear viscosity defined by eq. [5] - l ratior/R - kg m density - Pa shear stress - 0 Pa yield stress - r Pa local shear stress in capillary flow - R Pa wall shear stress in capillary flow R = (PR/2L) - v m3 s–1 volume rate of flow With 8 figures and 1 table  相似文献   

9.
Zusammenfassung Für die eingefrorene laminare Grenzschichtströmung eines teilweise dissoziierten binären Gemisches entlang einer stark gekühlten ebenen Platte wird eine analytische Näherungslösung angegeben. Danach läßt sich die Wandkonzentration als universelle Funktion der Damköhler-Zahl der Oberflächenreaktion angeben. Für das analytisch darstellbare Konzentrationsprofil stellt die Damköhler-Zahl den Formparameter dar. Die Wärmestromdichte an der Wand bestehend aus einem Wärmeleitungs- und einem Diffusionsanteil wird angegeben und diskutiert. Das Verhältnis beider Anteile läßt sich bei gegebenen Randbedingungen als Funktion der Damköhler-Zahl ausdrücken.
An analytical approximation for the frozen laminar boundary layer flow of a binary mixture
An analytical approximation is derived for the frozen laminar boundary layer flow of a partially dissociated binary mixture along a strongly cooled flat plate. The concentration at the wall is shown to be a universal function of the Damkohler-number for the wall reaction. The Damkohlernumber also serves as a parameter of shape for the concentration profile which is presented in analytical form. The heat transfer at the wall depending on a conduction and a diffusion flux is derived and discussed. The ratio of these fluxes is expressed as a function of the Damkohler-number if the boundary conditions are known.

Formelzeichen A Atom - A2 Molekül - C Konstante in Gl. (20) - c1=1/(2C) Konstante in Gl. (35) - cp spezifische Wärme bei konstantem Druck - D binärer Diffusionskoeffizient - Ec=u 2 /(2hf) Eckert-Zahl - h spezifische Enthalpie - ht=h+u2/2 totale spezifische Enthalpie - h A 0 spezifische Dissoziationsenthalpie - Kw Reaktionsgeschwindigkeitskonstante der heterogenen Wandreaktion - 1= /( ) Champman-Rubesin-Parameter - Le=Pr/Sc Lewis-Zahl - M Molmasse - p statischer Druck - Pr= cpf/ Prandtl-Zahl - qw Wärmestromdichte an der Wand - qcw, qdw Wärmeleitungsbzw. Diffusionsanteil der Wärmestromdichte an der Wand - universelle Gaskonstante - R=/(2Ma) individuelle Gaskonstante der molekularen Komponente - Rex= u x/ Reynolds-Zahl - Sc=/( D) Schmidt-Zahl - T absolute Temperatur - Td=h A 0 /R charakteristische Dissoziationstemperatur - u, v x- und y-Komponenten der Geschwindigkeit - U=u/u normierte x-Komponente der Geschwindigkeit - x, y Koordinaten parallel und senkrecht zur Platte Griechische Symbole - =A/ Dissoziationsgrad - Grenzschichtdicke - 2 Impulsverlustdicke - Damköhler-Zahl der Oberflächenreaktion - =T/T normierte Temperatur - =y/ normierter Wandabstand - Wärmeleitfähigkeit - dynamische Viskosität - , * Ähnlichkeitskoordinaten - Dichte - Schubspannung Indizes A auf ein Atom bezogen - M auf ein Molekül bezogen - f auf den eingefrorenen Zustand bezogen - w auf die Wand bezogen - auf den Außenrand der Grenzschicht bezogen  相似文献   

10.
The scattering of an SH-wave by a discontinuity in mass-loading on a semi-infinite elastic medium is investigated theoretically. The incident wave is either a plane body wave or a plane SH-surface wave. The problem is reduced to a Wiener-Hopf problem for the scattered wave. In this problem the amplitude spectral density of the particle displacement occurs as unknown function. Special attention is given to the numerical values of the surface wave contributions to the scattered field.Nomenclature x 1, x 2, x 3 Cartesian coordinates - , polar coordinates in x 1, x 3-plane - volume mass density - surface mass density of mass-loading - , Lamé constants - U scalar wave function, defined by (2.1) - c S speed of propagation of uniform shear waves in bulk medium (c S=(/)1/2) - angular frequency - t time - k S wave number of uniform shear waves (k S=/c S) - reduced specific acoustic impedance of mass-loading (=k S /) - k m wave number of SH-surface wave (k m=k S(1+ 2)1/2) - 1,2,3 partial differentiation with respect to x 1,2,3 - i angle between x 3-axis and direction of propagation of incident body wave - i wave number in horizontal direction of incident body wave ( i=k S sin( i)) - i wave number in vertical direction of incident body wave ( i=k S cos( i)) - C 1,2 complex amplitude of surface wave excited by a body wave - R reflection factor of surface wave, when surface wave is incident - T transmission factor of surface wave, when surface wave is incident - S particle displacement vector The research presented in this paper has been carried out with partial financial support from the Delfts Hogeschoolfonds.  相似文献   

11.
In a previous derivation of Darcy's law, the closure problem was presented in terms of an integro-differential equation for a second-order tensor. In this paper, we show that the closure problem can be transformed to a set of Stokes-like equations and we compare solutions of these equations with experimental data. The computational advantages of the transformed closure problem are considerable.Roman Letters A interfacial area of the- interface contained within the macroscopic system, m2 - A e area of entrances and exits for the-phase contained within the macroscopic system, m2 - A interfacial area of the- interface contained within the averaging volume, m2 - A e area of entrances and exits for the-phase contained within the averaging volume, m2 - B second-order tensor used to respresent the velocity deviation - b vector used to represent the pressure deviation, m–1 - C second-order tensor related to the permeability tensor, m–2 - D second-order tensor used to represent the velocity deviation, m2 - d vector used to represent the pressure deviation, m - g gravity vector, m/s2 - I unit tensor - K C –1,–D, Darcy's law permeability tensor, m2 - L characteristic length scale for volume averaged quantities, m - characteristic length scale for the-phase, m - l i i=1, 2, 3, lattice vectors, m - n unit normal vector pointing from the-phase toward the-phase - n e outwardly directed unit normal vector at the entrances and exits of the-phase - p pressure in the-phase, N/m 2 - p intrinsic phase average pressure, N/m2 - p p , spatial deviation of the pressure in the-phase, N/m2 - r position vector locating points in the-phase, m - r 0 radius of the averaging volume, m - t time, s - v velocity vector in the-phase, m/s - v intrinsic phase average velocity in the-phase, m/s - v phase average or Darcy velocity in the \-phase, m/s - v v , spatial deviation of the velocity in the-phase m/s - V averaging volume, m3 - V volume of the-phase contained in the averaging volume, m3 Greek Letters V /V volume fraction of the-phase - mass density of the-phase, kg/m3 - viscosity of the-phase, Nt/m2  相似文献   

12.
It is proposed to investigate the stability of a plane axisymmetric flow with an angular velocity profile (r) such that the angular velocity is constant when r < rO – L and r > rO + L but varies monotonically from 1 to 2 near the point rO, the thickness of the transition zone being small L rO, whereas the change in velocity is not small ¦21¦ 2, 1. Obviously, as L O short-wave disturbances with respect to the azimuthal coordinate (k=m/rO 1/rO) will be unstable with a growth rate-close to the Kelvin—Helmholtz growth rate. In the case L=O (i.e., for a profile with a shear-discontinuity) we find the instability growth rate O and show that where the thickness of the discontinuity L is finite (but small) the growth rate does not differ from O up to terms proportional to kL 1 and 1/m 1. Using this example it is possible to investigate the effect of rotation on the flow stability. It is important to note that stabilization (or destabilization) of the flow in question by rotation occurs only for three-dimensional or axisymmetric perturbations.Translated from Izvestiya Akademii Nauk SSSR, Mekhanika Zhidkosti i Gaza, No. 1, pp. 111–114, January–February, 1985.  相似文献   

13.
The slip hypothesis, based on thermodynamical arguments, has been extended to obtain the flow characteristics of polymer solutions flowing in a nonhomogeneous flow field. An asymptotic analysis, valid for both channel and falling film flows, is presented that predicts the flow enhancement due to polymer migration. Concentration-viscosity coupling is shown to be a critical factor in the hydrodynamic analysis. The analysis, which essentially provides an upper bound on flow enhancement, explicitly accounts for the influence of wall shear stress, initial polymer concentration etc. A comparison with the pertinent experimental data shows reasonable agreement. c concentration - c 0 concentration in shear-free region - c i initial concentration - d rate of deformation tensor - g acceleration due to gravity - g 1 function defined in eq. [13] or [15] - g 2 function defined in eq. [18] or [20] - H half-channel thickness or film thickness - K gas law constant - L length of the channel or film - q flow rate per unit width - q * normalized flow rate - T temperature - v velocity - V mean velocity - y transverse distance - y c location of solvent layer - w s - w /c 0 KT - /t convected derivative - dimensionless cenentration,c/c 0 - c dimensionless interface concentration - w dimensionless wall concentration - relaxation time - µ eff effective viscosity - µ s solvent viscosity - dimensionless transverse distance,y/H - c dimensionless interface location - density - stress tensor - w wall shear stress - c i KT/ w - ns no slip NCL-Communication No. 3155  相似文献   

14.
This paper presents a new formulation for the laminar free convection from an arbitrarily inclined isothermal plate to fluids of any Prandtl number between 0.001 and infinity. A novel inclination parameter is proposed such that all cases of the horizontal, inclined and vertical plates can be described by a single set of transformed equations. Moreover, the self-similar equations for the limiting cases of the horizontal and vertical plates are recovered from the transformed equations by setting=0 and=1, respectively. Heated upward-facing plates with positive and negative inclination angles are investigated. A very accurate correlation equation of the local Nusselt number is developed for arbitrary inclination angle and for 0.001 Pr .
Wärmeübertragung bei freier Konvektion an einer isothermen Platte mit beliebiger Neigung
Zusammenfasssung Diese Untersuchung stellt eine neue Formulierung der laminaren freien Konvektion von Flüssigkeiten mit einer Prandtl-Zahl zwischen 0,001 und unendlich an einer beliebig schräggestellten isothermen Platte dar. Ein neuer Neigungsparameter wird eingeführt, so daß alle Fälle der horizontalen, geneigten oder vertikalen Platte von einem einzigen Satz transformierter Gleichungen beschrieben werden können. Die unabhängigen Gleichungen für die beiden Fälle der horizontalen and vertikalen Platte wurden für=0 und=1 aus den transformierten Gleichungen wieder abgeleitet. Es wurden erwärmte aufwärtsgerichtete Platten mit positiven und negativen Neigungswinkeln untersucht. Eine sehr genaue Gleichung wurde für die lokale Nusselt-Zahl bei beliebigen Neigungswinkeln und für 0,001 Pr entwickelt.

Nomenclature C p specific heat - f reduced stream function - g gravitational acceleration - Gr local Grashof number,g(T w T w ) x3/v2 - h local heat transfer coefficient - k thermal conductivity - n constant exponent - Nu local Nusselt number,hx/k - p pressure - Pr Prandtl number, v/ - Ra local Rayleigh number,g(T w T )J x3/v - T fluid temperature - T w wall temperature - T temperature of ambient fluid - u velocity component in x-direction - v velocity component in y-direction - x coordinate parallel to the plate - y coordinate normal to the plate Greek symbols thermal diffusivity - thermal expansion coefficient - (Ra¦sin¦)1/4/( Ra cos()1/5 - pseudo-similarity variable, (y/) - dimensionless temperature, (TT )/(T wT ) - ( Ra cos)1/5+(Rasin)1/4 - v kinematic viscosity - 1/[1 +(Ra cos)1/5/( Ra¦sin)1/4] - density of fluid - Pr/(1+Pr) - w wall shear stress - angle of plate inclination measured from the horizontal - stream function - dimensionless dynamic pressure  相似文献   

15.
We consider the parametrized family of equations tt ,u- xx u-au+u 2 2 u=O,x(0,L), with Dirichlet boundary conditions. This equation has finite-dimensional invariant manifolds of solutions. Studying the reduced equation to a four-dimensional manifold, we prove the existence of transversal homoclinic orbits to periodic solutions and of invariant sets with chaotic dynamics, provided that =2, 3, 4,.... For =1 we prove the existence of infinitely many first integrals pairwise in involution.  相似文献   

16.
Laser-Doppler velocimetry (LDV) measurements and flow visualizations are used to study a turbulent boundary layer over a smooth wall with transverse square cavities at two values of the momentum thickness Reynolds number (R =400 and 1300). The cavities are spaced 20 element widths apart in the streamwise direction. Flow visualizations reveal a significant communication between the cavities and the overlying shear layer, with frequent inflows and ejections of fluid to and from cavities. There is evidence to suggest that quasi-streamwise near-wall vortices are responsible for the ejections of fluid out of the cavities. The wall shear stress, which is measured accurately, increases sharply immediately downstream of the cavity. This increase is followed by a sudden decrease and a slower return to the smooth wall value. Integration of the wall shear stress in the streamwise direction indicates that there is an increase in drag of 3.4% at bothR .Nomenclature C f skin friction coefficient - C fsw friction coefficient for a continuous smooth wall - k height of the cavity - k + ku / - R Reynolds number based on momentum thickness (U 1 /v) - Rx Reynolds number based on streamwise distance (U 1 x/) - s streamwise distance between two cavities - t time - t + tu 2 / - U 1 freestream velocity - mean velocity inx direction - u,v,w rms turbulent intensities inx,y andz directions - u local friction velocity - u sw friction velocity for a continuous smooth wall - w width of the cavity - x streamwise co-ordinate measured from the downstream edge of the cavity - y co-ordinate normal to the wall - z spanwise co-ordinate - y + yu / - boundary layer thickness - 0 boundary layer thickness near the upstream edge of the cavity - i thickness of internal layer - kinematic viscosity of water - + zu / - momentum thickness  相似文献   

17.
In this paper we study differential equations of the formx(t) + x(t)=f(x(t)), x(0)=x 0 C HereC is a closed, bounded convex subset of a Banach spaceX,f(C) C, and it is often assumed thatf(x) is a quadratic map. We study the differential equation by using the general theory of nonexpansive maps and nonexpansive, non-linear semigroups, and we obtain sharp results in a number of cases of interest. We give a formula for the Lipschitz constant off: C C, and we derive a precise explicit formula for the Lipschitz constant whenf is quadratic,C is the unit simplex inR n, and thel 1 norm is used. We give a new proof of a theorem about nonexpansive semigroups; and we show that if the Lipschitz constant off: CC is less than or equal to one, then limtf(x(t))–x(t)=0 and, if {x(t):t 0} is precompact, then limtx(t) exists. Iff¦C=L¦C, whereL is a bounded linear operator, we apply the nonlinear theory to prove that (under mild further conditions on C) limt f(x(t))–x(t)=0 and that limt x(t) exists if {x(t):t 0} is precompact. However, forn 3 we give examples of quadratic mapsf of the unit simplex ofR n into itself such that limt x(t) fails to exist for mostx 0 C andx(t) may be periodic. Our theorems answer several questions recently raised by J. Herod in connection with so-called model Boltzmann equations.  相似文献   

18.
We report non-equilibrium molecular dynamics simulations of rigid and non-rigid dumbbell fluids to determine the contribution of internal degrees of freedom to strain-rate-dependent shear viscosity. The model adopted for non-rigid molecules is a modification of the finitely extensible nonlinear elastic (FENE) dumbbell commonly used in kinetic theories of polymer solutions. We consider model polymer melts — that is, fluids composed of rigid dumbbells and of FENE dumbbells. We report the steady-state stress tensor and the transient stress response to an applied Couerte strain field for several strain rates. We find that the rheological properties of the rigid and FENE dumbbells are qualitatively and quantitatively similar. (The only exception to this is the zero strain rate shear viscosity.) Except at high strain rates, the average conformation of the FENE dumbbells in a Couette strain field is found to be very similar to that of FENE dumbbells in the absence of strain. The theological properties of the two dumbbell fluids are compared to those of a corresponding fluid of spheres which is shown to be the most non-Newtonian of the three fluids considered.Symbol Definition b dimensionless time constant relating vibration to other forms of motion - F force on center of mass of dumbbell - F i force on bead i of dumbbell - F force between center of masses of dumbbells and - F ij force between beads i and j - h vector connecting bead to center of mass of dumbbell - H dimensionless spring constant for dumbbells, in units of / 2 - I moment of inertia of dumbbell - J general current induced by applied field - k B Boltzmann's constant - L angular momentum - m mass of bead, (= m/2) - M mass of dumbbell, g - N number of dumbbells in simulation cell - P translational momentum of center of mass of dumbbell - P pressure tensor - P xy xy component of pressure tensor - Q separation of beads in dumbbell - Q eq equilibrium extension of FENE dumbbell and fixed extension of rigid dumbbell - Q 0 maximum extension of dumbbell - r ij vector connecting beads i and j - r position vector of center of mass dumbbell - R vector connecting centers of mass of two dumbbells - t time - t * dimensionless time, in units of m/ - T * dimensionless temperature, in units of /k - u potential energy - u velocity vector of flow field - u x x component of velocity vector - V volume of simulation cell - X general applied field - strain rate, s–1 - * dimensionless shear rate, in units of /m 2 - general transport property - Lennard-Jones potential well depth - friction factor for Gaussian thermostat - shear viscosity, g/cms - * dimensionless shear viscosity, in units of m/ 2 - * dimensionless number density, in units of –3 - Lennard-Jones separation of minimum energy - relaxation time of a fluid - angular velocity of dumbbell - orientation angle of dumbbell   相似文献   

19.
Let D R N be a cone with vertex at the origin i.e., D = (0, )x where S N–1 and x D if and only if x = (r, ) with r=¦x¦, . We consider the initial boundary value problem: u t = u+u p in D×(0, T), u=0 on Dx(0, T) with u(x, 0)=u 0(x) 0. Let 1 denote the smallest Dirichlet eigenvalue for the Laplace-Beltrami operator on and let + denote the positive root of (+N–2) = 1. Let p * = 1 + 2/(N + +). If 1 < p < p *, no positive global solution exists. If p>p *, positive global solutions do exist. Extensions are given to the same problem for u t=+¦x¦ u p .This research was supported in part by the Air Force Office of Scientific Research under Grant # AFOSR 88-0031 and in part by NSF Grant DMS-8 822 788. The United States Government is authorized to reproduce and distribute reprints for governmental purposes not withstanding any copyright notation therein.  相似文献   

20.
The equilibrium states of homogeneous turbulence simultaneously subjected to a mean velocity gradient and a rotation are examined by using asymptotic analysis. The present work is concerned with the asymptotic behavior of quantities such as the turbulent kinetic energy and its dissipation rate associated with the fixed point (/kS)=0, whereS is the shear rate. The classical form of the model transport equation for (Hanjalic and Launder, 1972) is used. The present analysis shows that, asymptotically, the turbulent kinetic energy (a) undergoes a power-law decay with time for (P/)<1, (b) is independent of time for (P/)=1, (c) undergoes a power-law growth with time for 1<(P/)<(C 2–1), and (d) is represented by an exponential law versus time for (P/)=(C 2–1)/(C 1–1) and (/kS)>0 whereP is the production rate. For the commonly used second-order models the equilibrium solutions forP/,II, andIII (whereII andIII are respectively the second and third invariants of the anisotropy tensor) depend on the rotation number when (P/kS)=(/kS)=0. The variation of (P/kS) andII versusR given by the second-order model of Yakhot and Orzag are compared with results of Rapid Distortion Theory corrected for decay (Townsend, 1970).  相似文献   

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