Big Chemical Encyclopedia

Chemical substances, components, reactions, process design ...

Articles Figures Tables About

Transport equations, summary

In summary, the mean velocity field (U) could be found by solving (2.93) and (2.98) if a closure were available for the Reynolds stresses. Thus, we next derive the transport equation for lutu ) starting from the momentum equation. [Pg.67]

In summary, DQMOM is a numerical method for solving the Eulerian joint PDF transport equation using standard numerical algorithms (e.g., finite-difference or finite-volume codes). The method works by forcing the lower-order moments to agree with the corresponding transport equations. For unbounded joint PDFs, DQMOM can be applied... [Pg.404]

Throughout this summary we have neglected the effect of dispersion on the overall transport of mass and heat. This is due to the fact that if dispersion is included, dispersion tensors must be determined before the equation can be solved. This can be done by solving the appropriate transport equation within a unit cell. Because a unit cell cannot be defined in most reinforcements used in polymer matrix composites, however, dispersion tensors cannot be accurately determined, so we have left dispersion effects out of our equations. In general, we anticipate dispersion to play a minor role in the IP, AP, and RTM processes. This assumption can be checked, however, by evaluating the dispersion terms using an approach similar to [16] where experiments and correlations are used to determine the importance of dispersion. [Pg.178]

In summary, computing the moment-transport equations starting from Eq. (4.39) involves integration over phase space using the mles described above for particular choices of g. In the following, we will assume that the flux term at the boundary of phase space can be neglected. However, the reader should keep in mind that this assumption must be verified for particular cases. [Pg.116]

In summary, the Boussinesq-Basset, Brownian, and thermophoretic forces are rarely used in disperse multiphase flow simulations for different reasons. The Boussinesq-Basset force is neglected because it is needed only for rapidly accelerating particles and because its form makes its simulation difficult to implement. The Brownian and thermophoretic forces are important for very small particles, which usually implies that the particle Stokes number is near zero. For such particles, it is not necessary to solve transport equations for the disperse-phase momentum density. Instead, the Brownian and thermophoretic forces generate real-space diffusion terms in the particle-concentration transport equation (which is coupled to the fluid-phase momentum equation). [Pg.175]

In summary, we have demonstrated in this section how quadrature-based moment methods can be used to evaluate the terms in the moment-transport equations arising from collisions. The principal observation is that it suffices to know the functional forms for the terms which are derived and tabulated in Section 6.1. We also observed that, unlike traditional moment closures, the closures developed in this section are applicable to highly non-equilibrium flows. [Pg.265]

In summary, although the weakly hyperbolic nature of Eq. (8.7) has been shown rigorously only for ID phase space (i.e. one velocity component in the KE), experience strongly suggests that the full 3D system is also weakly hyperbolic. This observation implies that the numerical schemes used to solve the moment-transport equations closed with QBMM must be able to handle local delta shocks in the moments. Qne such class of numerical schemes consists of the kinetics-based finite-volume solvers presented in Section 8.2. As a final note, we should mention that the work of Chalons et al (2012) using extended Gaussian quadrature (see Section 3.3.2) and kinetics-based finite-volume solvers to close Eq. (8.7) suggests that the system with 2A + 1 moments is fully hyperbolic and thus does not exhibit... [Pg.334]

Moreover, employing the Stokes-Einstein formula, we can write f f r(f)ndf = Fom/i-i, which is essentially the form that will be used in the numerical examples in Section 8.3.4. In summary, we will consider two variations of the moment-transport equations in the numerical examples in Section 8.3.4. The first example will use a closed moment system wherein the diffusivity does not depend on f ... [Pg.350]

This paper has presented a summary of a coupled formulation that combines an existing THM formulation with reactive transport equations in a fully coupled way. The reactive transport formulation takes into account some of the most relevant geochemical processes (acid/base, redox, dissolution/precipitation and complex formations). The transport mechanisms included are advection, molecular diffusion and mechanical dispersion. [Pg.604]

Chapter Summary and the Closed Forms of the Transport Equations... [Pg.165]

In summary, these models supply interesting information but still rely on experimental fitting to predict the initiation times correctly. Among their weaknesses, there is lack of precise data on the local chemistry of concentrated solutions and lack of prediction of the effect of the potential of the free surfaces. The use of a unidimensional transport equation and the assumption of instantaneous equilibrium of the hydrolysis and solubility reactions are also questionable. [Pg.383]

There are a number of transport equations for charged membranes when they are used in reverse osmosis and nanofiltration. The summary of those transport equations is out of the scope of this chapter. Although the equations can describe the membrane performance very well under a limited operating conditions of reverse osmosis and nanofiltration, they are far from perfection. For example, the authors have experienced very often that separation of mono-valent symmetric electrolytes (e.g. NaCl) is higher than that of divalent symmetric electrolytes (e.g. MgS04) when a membrane is prepared under one condition, while the order of the separation is reversed when a membrane is prepared under another condition. This shows the necessity of transport study together with the study of membrane preparation. [Pg.211]

The plan of this chapter is the following. Section II gives a summary of the phenomenology of irreversible processes and set up the stage for the results of nonequilibrium statistical mechanics to follow. In Section III, it is explained that time asymmetry is compatible with microreversibility. In Section IV, the concept of Pollicott-Ruelle resonance is presented and shown to break the time-reversal symmetry in the statistical description of the time evolution of nonequilibrium relaxation toward the state of thermodynamic equilibrium. This concept is applied in Section V to the construction of the hydrodynamic modes of diffusion at the microscopic level of description in the phase space of Newton s equations. This framework allows us to derive ab initio entropy production as shown in Section VI. In Section VII, the concept of Pollicott-Ruelle resonance is also used to obtain the different transport coefficients, as well as the rates of various kinetic processes in the framework of the escape-rate theory. The time asymmetry in the dynamical randomness of nonequilibrium systems and the fluctuation theorem for the currents are presented in Section VIII. Conclusions and perspectives in biology are discussed in Section IX. [Pg.85]

In the literature, there are many transport theories describing both salt and water movement across a reverse osmosis membrane. Many theories require specific models but only a few deal with phenomenological equations. Here a brief summary of various theories will be presented showing the relationships between the salt rejection and the volume flux. [Pg.253]

Momentum transfer can be described by Equation 5.29 provided Rep < 1 (which is a reasonable assumption in majority of RTM processes [16]). Finally, combining all of the preceding assumptions plus the assumption of a local equilibrium allows us to simplifyjiquation 541 significantly and obtain an energy equation for this process (i.e., (Uf) = V (Ur) = V (Uf) = 0). In summary, the appropriate governing equations for transport of mass, momentum, and energy in the RTM process are ... [Pg.168]

In summary, the appropriate governing equations for transport of mass, momentum, and energy in the IP process are ... [Pg.173]

In this summary, the local thermal equilibrium model has been used to derive the energy equation. This model is much simpler than the two-phase model however, the local thermal equilibrium model is most likely not adequate to describe the transport of energy when the temperature of the fluid and solid are undergoing extremely rapid changes. Although such extremely rapid temperature changes are not expected, in most RTM, IP, and AP processes the correctness of the local thermal equilibrium assumption can be verified by following the procedure discussed by Whitaker [28]. [Pg.179]

It should be noted that the effect of fluid viscoelasticity on transport of mass, momentum, and heat in porous media has not been discussed in this summary. Although some preliminary studies have been performed in this area [21], no definitive governing equations exist. [Pg.179]

The early theories for the transport coefficients were based on the concept of the mean free path. Excellent summaries of these older theories and their later modifications are to be found in standard text books on kinetic theory (J2, K2). The mean-free-path theories, while still very useful from a pedagogical standpoint, have to a large extent been supplanted by the rigorous mathematical theory of nonuniform gases, which is based on the solution of the Boltzmann equation. This theory is... [Pg.182]

To derive the species-continuity equations that follow, it is important to establish some relationships between mass fluxes and species concentration fields. At this point the needed relationships are simply stated in summary form. The details are discussed later in chapters on thermochemical and transport properties. [Pg.86]

The simplest and often the most cost effective way to combat friction is to reduce flow rate to a minimum. By no coincidence, this often leads to an increase in the efficiency of a separation since in many circumstances for preparative purifications, the less experienced have followed a linear scale-up from analytical column flow rates. In an ideal world each separation should, at some stage, involve a flow rate optimization. The fundamental principles behind this are discussed by JJ van Deemter[52 in what is probably the most cited paper in the history of chromatography. In summary, this suggests doing a graphical plot of separation efficiency versus flow rate and is particularly important for peptide purification where mass transport is comparatively slow. The van Deemter equation in simplified form can be represented as ... [Pg.88]

This analysis does not account for the heat required to heat the liquid filled core to a new temperature which is nearly equal to the liquid surface temperature. This amount of heat is small compared to the heat of evaporation. Again the pseudo-steady state approximation has been used for similar reasons. A summary of the derived equations for the drying time when transport in the pores is the rate determining step are given in Table 14.2. [Pg.700]


See other pages where Transport equations, summary is mentioned: [Pg.48]    [Pg.545]    [Pg.3]    [Pg.27]    [Pg.47]    [Pg.110]    [Pg.255]    [Pg.337]    [Pg.95]    [Pg.601]    [Pg.1488]    [Pg.896]    [Pg.5]    [Pg.920]    [Pg.1173]    [Pg.250]    [Pg.124]    [Pg.548]    [Pg.194]    [Pg.113]    [Pg.60]    [Pg.151]   
See also in sourсe #XX -- [ Pg.48 ]




SEARCH



Equation Summary

Summary of Principal Transport Equations

Transport equation

© 2024 chempedia.info