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Gravity action

Suppose that cooled chip is located in such a way that the heat carrier returns to the heating zone under the gravity action, i.e. the heat is transferred from the horizontal plate with known power g, at given temperature level 7. Heat is removed at given temperature 2 or the heat removal mode is known, i.e. Qi = f(7 ). Then, optimization algorithm appears as following ... [Pg.132]

The Hoover Dam is a concrete arch—gravity pe of dam, in which the witer load is carried by both gravity action and horizontal arch action. The first concrete for the dam was placed on June 6, 1933, and the last concrete was placed in the dam on May 29, 1935. The following is a summary of some facts about the Hoover Dam. [Pg.367]

CPS CM gravity action and compressed spring energy for emergency reactor shutdown. 2. Passive systems for heat removal by natural circulation in all circuits from heat source to heat sink. [Pg.146]

FIGURE 1.4 Interfacial tensions at the three-phase contact line. R is the radius of the droplet base, 9t is the radius of the droplet. The droplet is small enough, and the gravity action can be neglected. [Pg.3]

Let us try to deduce Equation 1.1 using a rigorous theoretical procedure based on the consideration of the excess free energy of the system presented in Figure 1.4. Let us assume that the excess free energy of the small droplet (neglecting the gravity action) is as follows ... [Pg.4]

A manifestation of the action of surface forces is the disjoining pressure. To explain the nature of the disjoining pressure, let us consider the interaction of two thick, plain, and parallel surfaces divided by a thin liquid layer of thickness h (aqueous electrolyte solution, for example). The surfaces are not necessarily of the same nature as two important examples show (1) one is air, one is a liquid film, and one is solid support, and (2) both surfaces are air, and one is a liquid film. Example 1 is referred to as a liquid film on a solid support and models the liquid layer in the vicinity of the three-phase contact line. Example 2 is referred to as a free liquid film. There is a range of experimental methods to measure the interaction forces between these two surfaces as a function of the thickness, h (gravity action is already taken into account) (Figure 1.7) [1,3,4]. [Pg.12]

Complete wetting. We should decide which dimensionless parameters are important in the case of spreading, and also which drops can be considered as small drops and which of them are big drops. The latter is determined by gravity action. [Pg.165]

The next two important parameters are the Reynolds munber and the capillary number. The Reynolds number characterizes the importance of inertial forces as compared with viscose forces. To dednce the relevant expression for the Reynolds number, let us consider the spreading of a two-dimensional droplet over a solid surface (gravity action is neglected). In this case, the Navier-Stokes equation with the incompressibihty condition takes the following form ... [Pg.165]

In this section we take up the same problem in the case where a drop spreads over a dry porous layer as in partial wetting. Spreading of a big drop (but still small enough to neglect the gravity action) of aqueous SDS solutions over thin porous layers (nitrocellulose membrane) is considered in the following text. [Pg.390]

It was confirmed that in all our experimental runs, gravity action could be disregarded. A unidirectional flow of liquid inside the porous substrate took place. Using Darcy s law, we can conclude that... [Pg.435]

As small droplets of liquid are usually still present in the gas phase, demisting secWons are required to recover the liquid mist before it is carried over" in the gas stream out of the separator. The largest liquid droplets fall out of the gas quickly under the action of gravity but smaller droplets (less than 200 microns) require more sophisticated extraction systems. [Pg.245]

The pumping action of the heart rather than gravity is responsible for blood flow hence the term pgl can be set equal to zero in Eq. (9.29) and the result solved for 77 ... [Pg.602]

Fig. 4. Terminal velocities in air of spherical particles of different densities settling at 21°C under the action of gravity. Numbers on curves represent tme (not bulk or apparent) specific gravity of particles relative to water at 4°C. Stokes-Cunningham correction factor is included for settling of fine particles. Fig. 4. Terminal velocities in air of spherical particles of different densities settling at 21°C under the action of gravity. Numbers on curves represent tme (not bulk or apparent) specific gravity of particles relative to water at 4°C. Stokes-Cunningham correction factor is included for settling of fine particles.
Controlled Stress Viscometer. Most rotational viscometers operate by controlling the rotational speed and, therefore, the shear rate. The shear stress varies uncontrollably as the viscosity changes. Often, before the stmcture is determined by viscosity measurement, it is destroyed by the shearing action. Yield behavior is difficult to measure. In addition, many flow processes, such as flow under gravity, settling, and film leveling, are stress-driven rather than rate-driven. [Pg.187]

Because of the plasticizing action of the resin-forming materials, the wood can be compressed under considerably lower pressures than dry, untreated wood. For example, treated spmce, cottonwood, and aspen veneer, dried to a moisture content of 65 but not cured, are compressed, when subjected to a pressure of only 1.72 MPa (- 17 atm) at 149°C, to about half the original thickness and a specific gravity of - 1.0. [Pg.330]

A particle falling under the action of gravity will accelerate until the drag force balances gravitational force, after which it falls at a constant terminal or free-settling velocity given by... [Pg.676]

FIG. 6-61 Terminal velocities of spherical particles of different densities settling in air and water at 70°F under the action of gravity. To convert fhs to m/s, multiply by 0.3048. (From Lapple, etal.. Fluid and Particle Mechanics, University of Delaware, Newark, 1951, p. 292. )... [Pg.680]

Ut Terminal settling velocity of particle under action of gravity m/s ft/s ft/s... [Pg.1579]

The criterion bv which the baU action in mills of various sizes may be compared is the concept of critical speed. It is the theoretical speed at which the centrifugal force on a ball in contacl with the mill shell at the height of its path equals the force on it due to gravity ... [Pg.1850]

Client contacts should be notified of issues in a timely manner. Depending upon the nature and gravity of the issue, tolling may be stopped completely for a period of time or continue in limited production mode until the situation is fully diagnosed and corrective action can be implemented. [Pg.121]


See other pages where Gravity action is mentioned: [Pg.220]    [Pg.159]    [Pg.120]    [Pg.133]    [Pg.43]    [Pg.166]    [Pg.217]    [Pg.245]    [Pg.332]    [Pg.462]    [Pg.475]    [Pg.487]    [Pg.220]    [Pg.159]    [Pg.120]    [Pg.133]    [Pg.43]    [Pg.166]    [Pg.217]    [Pg.245]    [Pg.332]    [Pg.462]    [Pg.475]    [Pg.487]    [Pg.509]    [Pg.388]    [Pg.394]    [Pg.401]    [Pg.404]    [Pg.406]    [Pg.244]    [Pg.512]    [Pg.466]    [Pg.274]    [Pg.321]    [Pg.229]    [Pg.316]    [Pg.463]    [Pg.450]    [Pg.1584]    [Pg.1891]    [Pg.152]    [Pg.142]   
See also in sourсe #XX -- [ Pg.43 ]




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