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7-order critical state

If, under certsuu conditions, 7 phases transform to one phase, such a state of the systems is referred to as the 7-order critical state (or the 7-order critical point) (Kohnstamm, 1926). [Pg.481]

Note that while the power-law distribution is reminiscent of that observed in equilibrium thermodynamic systems near a second-order phase transition, the mechanism behind it is quite different. Here the critical state is effectively an attractor of the system, and no external fields are involved. [Pg.441]

UIt) — (U/t) measures the deviation distance of the system away from the critical state with (U/t) = 12.5, which is exactly equal to the critical value for metal-insulator transition when the same order parameter U/t is used [92-94]. = q is the correlation length of the system with the critical expo-... [Pg.520]

The diffusion coefficient as defined by Fick s law, Eqn. (3.4-3), is a molecular parameter and is usually reported as an infinite-dilution, binary-diffusion coefficient. In mass-transfer work, it appears in the Schmidt- and in the Sherwood numbers. These two quantities, Sc and Sh, are strongly affected by pressure and whether the conditions are near the critical state of the solvent or not. As we saw before, the Schmidt and Prandtl numbers theoretically take large values as the critical point of the solvent is approached. Mass-transfer in high-pressure operations is done by extraction or leaching with a dense gas, neat or modified with an entrainer. In dense-gas extraction, the fluid of choice is carbon dioxide, hence many diffusional data relate to carbon dioxide at conditions above its critical point (73.8 bar, 31°C) In general, the order of magnitude of the diffusivity depends on the type of solvent in which diffusion occurs. Middleman [18] reports some of the following data for diffusion. [Pg.100]

First-order solid-state amorphization occurs due to an entropy catastrophe [39] causing melting of superheated graphite and decompressed diamond below Pg when the entropy of the ordered crystal would exceed the entropy of the disordered liquid. This condition is resolved with the occurrence of a kinetic transition to a (supercooled) glass whereby the exact kinetic conditions during carbon transformation will be critically Pg-depen-dent [39]. It is important to consider the crystal to liquid transition and the effect of a superheated crystal whereof the ultimate stability is determined by the equality of crystal and liquid entropies [40]. When this condition is met, a solid below its Pg will melt to an amorphous solid, particularly... [Pg.344]

As the system approaches the critical state, the interfacial tension, a, at the interface between coexisting phases (i.e. between liquid I and liquid II) decreases. Figure VI-3 shows the experimentally determined values of o as a function of T for tricosane - oxyquinoline system [11]. In the vicinity of the critical point the surface tension is on the order of hundredths of mJ m 2 or even smaller. [Pg.469]

The above physical meaning of kT 8 n V jdT or kT dln. V jdT is alternatively stated in terms of and as follows. The initial or final system of the rate-determining step, once removed to the critical state, is replaced by the conversion of I or F into the latter, respectively, in the presence of rate-determining step because of the relevant, partial equilibria and the properties of intermediate referred to in Section III,A. The or in Eq. (V.l.f) or (V.l.b) has hence to be replaced by or as defined by Eq. (IV.28.I) or (IV.28.F) respectively, in order to keep the physical reality. [Pg.63]

On the subject of nomenclature, a word concerning historically used terms for the detection decision point or level Is in order. As stated Immediately above, a number of analysts, following Kaiser, use "Limit of Detection" or "Detection Limit" as both the measure of (true concentration) detection capability and as a statistical critical level or threshold to make detection decisions. Following established practice in Statistics, the term "Critical Level" was recommended in (23 ). "Criterion of Detection" has been employed by Wilson (22) > Liteanu (8), who speaks of the "decision criterion" as a strategy, terms the numerical comparison level the "Decision (or Detection) Threshold."... [Pg.14]

Commonly in thermodynamics, the situation is different. In thermodynamics, the isodynamic path is fixed by the first total differential dU = 0 or some other thermodynamic function. The stability is guaranteed by the total differential of second order, d t/. If d t/ > 0 then the state is stable and if d 7 < 0, the state is not stable. In these cases for the thermodynamic analysis, the total differentials of first order and second order are sufficient. Obviously, the limiting case of d C = 0 arises when the system passes from stable to unstable. This situation can be addressed as a critical state. Here, for the thermodynamic analysis, the third derivative enters the game. As pictorially explained in Example 1.14, fluctuations are likely in critical phenomena, e.g., the critical opalescence. [Pg.28]

The transposed cut sets and the sorted list of the minimal cut sets is also useful when evaluating the criticality states. In order to compute e.g., the criticality function Oym for i = 1,..., nj = 1,...,... [Pg.657]

The critical state is characterized by a neutron multiplication factor k = 1. With this condition O Eq. (57.30) becomes N = Nq. (The contribution of the constant neutron source JCused for starting purposes can be neglected since Kis six to seven orders of magnitude smaller than N in an operating reactor.)... [Pg.2635]

A researcher in soil mechanics over many years might gloomily consider what if anything of the research output of the past half century has been reckoned sufficiently important to have been universally absorbed into the undergraduate curriculum. An optimistic view that critical state soil mechanics could be a candidate for this accolade has to be rapidly discarded as soon as one conducts an informal survey of text books or syllabi. And by critical state soil mechanics I mean simply the presentation of soil behaviour in terms of effective stresses and density. That seems to be the least we might hope to inject into all undergraduate teaching in order to provide a rational basis for many other more complex (and more controversial) topics. [Pg.73]

The structures corresponding to these "transition states" are not true saddle points but correspond to second order critical points. The possible semantic complications arising from that the Dewar classification operates with the term transition state for all types of critical points are discussed in details in [155]. [Pg.101]

The critical sate is the limit of stability at which all the determinants that were positive in Section 2.11.2 become zero. However, in the usual case where a transition between two phases is terminated, the critical state imposes only 3 additional restrictions, irrespective of the number of components. Similarly, although all the discontinuities in the densities vanish because the phases become identical, it is sufficient to consider the behaviour of the system with respect to a single density and to formulate the restrictions in terms of higher-order derivatives... [Pg.29]


See other pages where 7-order critical state is mentioned: [Pg.427]    [Pg.87]    [Pg.437]    [Pg.278]    [Pg.142]    [Pg.696]    [Pg.88]    [Pg.11]    [Pg.46]    [Pg.154]    [Pg.342]    [Pg.282]    [Pg.227]    [Pg.105]    [Pg.111]    [Pg.14]    [Pg.156]    [Pg.2357]    [Pg.70]    [Pg.262]    [Pg.188]    [Pg.473]    [Pg.473]    [Pg.46]    [Pg.374]    [Pg.190]    [Pg.174]    [Pg.118]    [Pg.111]    [Pg.86]    [Pg.215]    [Pg.10]    [Pg.193]    [Pg.80]    [Pg.202]    [Pg.196]    [Pg.99]   
See also in sourсe #XX -- [ Pg.481 ]




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