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Vertical displacement profiles

The AFM image and the accompanying vertical displacement profiles reflect both the pores and the surrounding depressions in the membrane surface layer. In contrast, the SEM photomicrograph renders only the defects (pores) with minimal information on the surrounding surface depression due to the two-dimensional character of the image. [Pg.119]

Using these formulas, the slip gradient can be related to the aspects of the displacement profile. For example, Fig. 6 compares the vertical displacement profile from a shallow imbedded crack to an equivalent dislocation. Crack models avoid the strong fault-tip singularities associated with dislocation models and the associated effects on the seafloor displacement field. The strain singularity at the edge of the dislocation manifests as a short-wavelength spike in the displacement as shown in Fig. 4. Conversely, the concentration of slip in the middle of a crack... [Pg.707]

Fig. 9 (a) Smooth closure slip profile approximated by 1 (Volterra dislocation), 4, and 10 elements, (b) Associated vertical displacement profile. See Fig. 5 for coordinate system (a=20°)... [Pg.710]

Whereas the spot positions carry information about the size of the surface unit cell, the shapes and widths of the spots, i.e. the spot profiles, are influenced by the long range arrangement and order of the unit cells at the surface. If vertical displacements (steps, facets) of the surface unit cells are involved, the spot profiles change as a function of electron energy. If all surface unit cells are in the same plane (within the transfer width of the LEED optics), the spot profile is constant with energy. [Pg.76]

Figure 12.41 shows the results of three experiments with a similar Archimedes number and different Reynolds numbers. The figure shows vertical temperature profiles in a room ventilated by displacement ventilation. The dimensionless profiles are similar within the flow rates shown in the figure, although the profile may involve areas with a low turbulence level in the middle of the room. A test of this type could indicate that further experiments can be performed independently of the Reynolds numbers. [Pg.1193]

In Chapter 1, section 7, it was explained that very precise overlap of atomic absorption and emission profiles is required to obtain sensitive absorbance measurements. Absorption spectra of atoms at flame temperatures are much simpler than the emission spectra emitted by hollow cathode lamps. The possible transitions corresponding to electronic excitation of an atom may be shown as vertical lines on an energy level diagram, in which the vertical displacement... [Pg.36]

Figure 7. Model absorption profiles calculated from Equation 2 with A = 0.08 and vibrational sideband frequencies of 950, 1480, 2080 cm . The integrated intensities are not normalized, resulting in a vertical displacement as the linewidth parameter takes the values 100, 300, 500, 1,000, and 2,000 cm , respectively. Figure 7. Model absorption profiles calculated from Equation 2 with A = 0.08 and vibrational sideband frequencies of 950, 1480, 2080 cm . The integrated intensities are not normalized, resulting in a vertical displacement as the linewidth parameter takes the values 100, 300, 500, 1,000, and 2,000 cm , respectively.
Figure 12.14 Effect of the pH of the mobile phase on the displacement profile of rare earths. Overlay of the elution of 0.01 mole of equimolar mixtures of Sm2C (first eluting component) and Nd203 (second component) at pH 6.0, 5.5, and 5.0. The vertical broken lines indicate the overlap between the bands of Sm and Nd. Reproduced with permission from F.H. Spedding, E.I. Fulmer, J.E. Powell and T.A. Butler, J. Am. Chem. Soc., 71 (1954) 2354 (Fig. 1). 1954, American Chemical Society. Figure 12.14 Effect of the pH of the mobile phase on the displacement profile of rare earths. Overlay of the elution of 0.01 mole of equimolar mixtures of Sm2C (first eluting component) and Nd203 (second component) at pH 6.0, 5.5, and 5.0. The vertical broken lines indicate the overlap between the bands of Sm and Nd. Reproduced with permission from F.H. Spedding, E.I. Fulmer, J.E. Powell and T.A. Butler, J. Am. Chem. Soc., 71 (1954) 2354 (Fig. 1). 1954, American Chemical Society.
The following figures illustrate a numerical experiment on determining impact resistance of the two profiles conventional and modified. A steel ball (diameter of 76.20 mm = 3 in.) was (mathematically) dropped from 36-in. weight at the board surface at different locations. Predictably, the most vulnerable areas were those between ribs. Figures 7.19 and 7.20 show vertical displacement of the material within both boards at the moment when the ball reached its maximum depth. At this moment the velocity vector of the ball changes sign, and the ball starts to move upward. [Pg.313]

Figure 7.20 Vertical displacement of the material within the modified composite board caused by an impact of the 3-in. (diameter) steel ball dropped from 36-in. height at the surface between ribs. The displacement and the deformation are showed at the moment when the ball reached its deepest position. Only a half of the profile is shown. Figure 7.20 Vertical displacement of the material within the modified composite board caused by an impact of the 3-in. (diameter) steel ball dropped from 36-in. height at the surface between ribs. The displacement and the deformation are showed at the moment when the ball reached its deepest position. Only a half of the profile is shown.
The lapse rate in the lower portion of the atmosphere has a great influence on the vertical motion of air. If the lapse rate is adiabatic, a parcel of air displaced vertically is always at equilibrium with its surroundings. Such a condition, in which vertical displacements are not affected by buoyancy forces, is called neutral stability. However, because of surface heating and local weather influences, the atmosphere seldom has an adiabatic temperature profile. The atmosphere is either ... [Pg.772]

Measure the relative vertical displacement of a wheel, or the wheel s axle, by a transducer summing up the vertical displacements at fixed distances. Surface profile cannot be determined as with other devices. Roughness is determined in relevant indices usually expressed in centimetres per kilometre, which may be converted to IRI.Typical devices TRRL bump integrator on trailer, TRLL bump integrator on vehicle, NAASRA roughness meter. Mays ride meter and Road meter PC A. [Pg.738]

The distribution of relative vertical displacement Uzlh caused by flexoeffect for different values of pill thickness h and flexocoefficient/i 1 is shown in Fig. 4.24b-e for an example of ferroelectric PbTi03. One can see that relative displacement decreases with pill thickness increase (compare curves 1 in parts b and d) and increases with flexoelectric coefficient increase (compare curves in parts c and e). The displacement profile is parabolic. For p = 0 the displacement... [Pg.230]

The quantities of motion which undergo significant variation and are illustrated in the results include sprung mass vertical displacement and acceleration and pitch and roll angles. For the unsprung masses vertical displacement of the wheel s center of gravity, tyre force and suspension travel are included. As an aid to the analysis, the road profile is superposed in some of the simulation results. [Pg.206]

Fig. 4 Effect of decreasing depth to up-dip edge of rupture (h in kilometers) on vertical displacement (Uj.) profile (normalized with respect to slip, 5) for a shallow thrust Volterra dislocation... Fig. 4 Effect of decreasing depth to up-dip edge of rupture (h in kilometers) on vertical displacement (Uj.) profile (normalized with respect to slip, 5) for a shallow thrust Volterra dislocation...
Fig. 12 Le/i Effect of the flow configuration and methane conversion fraction (PR) on the stress. Case of an anode-supported cell with LSM-YSZ cathode and compressive gaskets, a Temperature profile and b First principal stress in the anode. The MIC is displayed in transparency, c First principal stress in the cathode (insert alxtve the symmetry line), d Contact pressure on the cathode GDL and compressive gasket and e vertical displacement along the z-axis, with an amplification factor of 2,000. Right column effect of creep in a cell based on a LSCF cathode and a temperature distribution, on b the evolution of the first principal stress in the anode support in operation and c during thermal cycling to RT and d evolution of the first principal stress in the GDC compatibility layer after thermal cycling. The profiles above and below the symmetry axis refer to different operation time [88, 89]. Reproduced here with kind permission from Elsevier 2012... Fig. 12 Le/i Effect of the flow configuration and methane conversion fraction (PR) on the stress. Case of an anode-supported cell with LSM-YSZ cathode and compressive gaskets, a Temperature profile and b First principal stress in the anode. The MIC is displayed in transparency, c First principal stress in the cathode (insert alxtve the symmetry line), d Contact pressure on the cathode GDL and compressive gasket and e vertical displacement along the z-axis, with an amplification factor of 2,000. Right column effect of creep in a cell based on a LSCF cathode and a temperature distribution, on b the evolution of the first principal stress in the anode support in operation and c during thermal cycling to RT and d evolution of the first principal stress in the GDC compatibility layer after thermal cycling. The profiles above and below the symmetry axis refer to different operation time [88, 89]. Reproduced here with kind permission from Elsevier 2012...
A mixture of powdered poly(vinyl chloride), cyclohexanone as solvent, silica, and water is extruded and rolled in a calender into a profiled separator material. The solvent is extracted by hot water, which is evaporated in an oven, and a semiflexible, microporous sheet of very high porosity ( 70 percent) is formed [19]. Further developments up to the 75 percent porosity have been reported [85,86], but these materials suffer increasingly from brittleness. The high porosity results in excellent values for acid displacement and electrical resistance. For profiles, the usual vertical or diagonal ribs on the positive side, and as an option low ribs on the negative side, are available [86],... [Pg.275]

Tables 12.2 and 12.3. The effect of vertical variability is shown in Table 12.2, while the lateral spatial variability is shown in Table 12.3. The vertical and lateral spatial variabilities were defined on the basis of either the measured adsorption coefficient K), as generated from adsorption isotherms on soil profiles, or on adsorption coefficients on soil organic matter calculated as adsorption on organic carbon per unit weight of soil. We see that both vertical (Table 12.2) and lateral (Table 12.3) variability of soil affect the adsorption coefficients. A comparison between the bromide (conservative) and the two nonconservative herbicides distributions with depth after about 900mm of leaching is shown in Fig. 12.3. We see that, in the case of bromide, there is a continuous displacement of the center of mass with cumulative infiltration. In contrast, the bulk of the herbicide contaminant mass remains in the upper soil layer, with very little displacement. Tables 12.2 and 12.3. The effect of vertical variability is shown in Table 12.2, while the lateral spatial variability is shown in Table 12.3. The vertical and lateral spatial variabilities were defined on the basis of either the measured adsorption coefficient K), as generated from adsorption isotherms on soil profiles, or on adsorption coefficients on soil organic matter calculated as adsorption on organic carbon per unit weight of soil. We see that both vertical (Table 12.2) and lateral (Table 12.3) variability of soil affect the adsorption coefficients. A comparison between the bromide (conservative) and the two nonconservative herbicides distributions with depth after about 900mm of leaching is shown in Fig. 12.3. We see that, in the case of bromide, there is a continuous displacement of the center of mass with cumulative infiltration. In contrast, the bulk of the herbicide contaminant mass remains in the upper soil layer, with very little displacement.
Figure 5.3 Comparison of dimensionless total velocity, UB + Au in the canopy (heavy solid line) with the no-canopy solution [287] (thin solid line) from the theory of Finnigan and Belcher, 2004 [189]. The background velocity UB(Z) is shown as a dashed line. Note the solution of Hunt, Liebovich and Richards, 1988 [287] is only valid to z = -d + z0. Profiles are plotted at a series of X[L values between X/L = -2 (upwind trough) and X/L = 2 (downwind trough). Profiles at fractional X/L values are displaced upwards for clarity. The units of Z are (m) and the vertical range is from 2ht > Z > Lc. Figure 5.3 Comparison of dimensionless total velocity, UB + Au in the canopy (heavy solid line) with the no-canopy solution [287] (thin solid line) from the theory of Finnigan and Belcher, 2004 [189]. The background velocity UB(Z) is shown as a dashed line. Note the solution of Hunt, Liebovich and Richards, 1988 [287] is only valid to z = -d + z0. Profiles are plotted at a series of X[L values between X/L = -2 (upwind trough) and X/L = 2 (downwind trough). Profiles at fractional X/L values are displaced upwards for clarity. The units of Z are (m) and the vertical range is from 2ht > Z > Lc.

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