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Degree of slope

The permissible inclination of the screw conveyor is limited by the pitch of the helix and the cohesiveness of the material to be handled. Normally, a maximum of 15 degrees Is to be regarded as the economic limit. Handling capacity decreases by about 2% for each degree of slope. [Pg.685]

The PPI procedure also had restrictions on the degree of slope of the straight line so that the material s strength would not excessively diminish beyond 100,000 hours. [Pg.356]

An unexpected conclusion from this fonuulation, shown in various degrees of generality in 1970-71, is that for systems that lack tlie synunetry of simple lattice models the slope of the diameter of the coexistence curve... [Pg.645]

Similarly to the response at hydrodynamic electrodes, linear and cyclic potential sweeps for simple electrode reactions will yield steady-state voltammograms with forward and reverse scans retracing one another, provided the scan rate is slow enough to maintain the steady state [28, 35, 36, 37 and 38]. The limiting current will be detemiined by the slowest step in the overall process, but if the kinetics are fast, then the current will be under diffusion control and hence obey the above equation for a disc. The slope of the wave in the absence of IR drop will, once again, depend on the degree of reversibility of the electrode process. [Pg.1940]

Equation 19 utilizes the Y-residuals, 1) — Y, where 1) are the points on the calculated best-fit line or the fitted 1) values. The appropriate number of degrees of freedom is A — 2 the minus 2 arises from the fact that linear calibration lines are derived from both a slope and an intercept which leads to a loss of two degrees of freedom. [Pg.209]

The confidence limits for the slope are given by fc where the r-value is taken at the desired confidence level and (A — 2) degrees of freedom. Similarly, the confidence limits for the intercept are given by a ts. The closeness of x to X is answered in terms of a confidence interval for that extends from an upper confidence (UCL) to a lower confidence (LCL) level. Let us choose 95% for the confidence interval. Then, remembering that this is a two-tailed test (UCL and LCL), we obtain from a table of Student s t distribution the critical value of L (U975) the appropriate number of degrees of freedom. [Pg.210]

The values of external specific surface /C(ext) calculated from the slopes of the parallel branches of the o(,-plots are in close agreement (cf. Table 4.8, column 4) and the whole picture is therefore internally consistent the four isotherms represent different degrees of filling of the micropores with nonane, leaving the external surface unaffected. [Pg.216]

There is an obvious similarity between equation 5.15 and the standard deviation introduced in Chapter 4, except that the sum of squares term for Sr is determined relative toy instead of y, and the denominator is - 2 instead of - 1 - 2 indicates that the linear regression analysis has only - 2 degrees of freedom since two parameters, the slope and the intercept, are used to calculate the values ofy . [Pg.121]

The family of curves consist of two straight-line portions, with a change of slope occurring at a degree of polymerization in the range 10 -10. ... [Pg.103]

Fig. 9. Number of cracks per mm vs percent strain in an alurnina—alurninum composite for different degrees of roughness where (0) represents the pohshed substrate (B), steep sided pits, 10 /cm and (A), gendy sloping pits, 10 /cm. ... Fig. 9. Number of cracks per mm vs percent strain in an alurnina—alurninum composite for different degrees of roughness where (0) represents the pohshed substrate (B), steep sided pits, 10 /cm and (A), gendy sloping pits, 10 /cm. ...
The square root of viscosity is plotted against the reciprocal of the square root of shear rate (Fig. 3). The square of the slope is Tq, the yield stress the square of the intercept is, the viscosity at infinite shear rate. No material actually experiences an infinite shear rate, but is a good representation of the condition where all rheological stmcture has been broken down. The Casson yield stress Tq is somewhat different from the yield stress discussed earlier in that there may or may not be an intercept on the shear stress—shear rate curve for the material. If there is an intercept, then the Casson yield stress is quite close to that value. If there is no intercept, but the material is shear thinning, a Casson plot gives a value for Tq that is indicative of the degree of shear thinning. [Pg.167]

Analysis of this type of classifier (15) suggests that the sharpness iadex is between 0.5 and 0.6, consistent with calculated results, because the degree of turbulence can be high ia these devices (16). A DSF Dorr classifier (1.8 m x 7 m), operating at 19 strokes per minute and having a weir depth of 100 cm and a slope of 19.4 cm/m, produced a cut size equal to 240 p.m, a sharpness iadex of 0.5, and an apparent bypass of approximately 26% when the water spht was 26% (15). [Pg.437]

In a canyon site, filling starts at the head end of the canyon (see Fig. 25-70) and ends at the mouth. The prac tice prevents the accumulation of water behind the landfill. Wastes usu ly are deposited on the canyon floor and from there are pushed up against the canyon face at a slope of about 2 to 1. In this way, a high degree of compaction can be achieved. [Pg.2254]

Any individual point on the curve is obtained by summing the frequencies of all events resulting in that number of fatalities or greater. The slope of the cui ve and the maximum number of fatalities are two key indicators of the degree of risk. [Pg.2279]

Thus, to third order in strain, the entropy along the Hugoniot is constant, and weak shock waves are nearly isentropic. For small strains, the Hugoniot can be replaced with the isentrope to a high degree of accuracy. At the initial state, the Hugoniot and isentrope have the same slope and curvature in the P-V plane. [Pg.37]


See other pages where Degree of slope is mentioned: [Pg.148]    [Pg.1313]    [Pg.177]    [Pg.393]    [Pg.997]    [Pg.12]    [Pg.100]    [Pg.46]    [Pg.612]    [Pg.402]    [Pg.402]    [Pg.406]    [Pg.683]    [Pg.683]    [Pg.995]    [Pg.86]    [Pg.519]    [Pg.148]    [Pg.1313]    [Pg.177]    [Pg.393]    [Pg.997]    [Pg.12]    [Pg.100]    [Pg.46]    [Pg.612]    [Pg.402]    [Pg.402]    [Pg.406]    [Pg.683]    [Pg.683]    [Pg.995]    [Pg.86]    [Pg.519]    [Pg.133]    [Pg.707]    [Pg.1414]    [Pg.2212]    [Pg.386]    [Pg.21]    [Pg.122]    [Pg.133]    [Pg.104]    [Pg.25]    [Pg.81]    [Pg.167]    [Pg.185]    [Pg.85]    [Pg.323]    [Pg.388]    [Pg.1780]    [Pg.1891]   


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Slope

Sloping

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