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An experimental study was performed to determine the characteristics of a dilute debris flow in a drainage channel with an energy dissipation structure and a channel slope i of 15%.
In this case, the tangent surface associated to P x,y) (S(P x,y))) is perpendicular to the light direction component (i.e., like surface 1 in Figure 1), so exploiting the similar triangle theorem, it is possible to demonstrate that the slope (i,e., the angle between S(P x,y)) and the x axis, called αP x,y)) is equal to α H. Figure 4 Case in which P ( x, y ) has the maximum intensity value.
We need solutions that can turn this step into a slope (i.e. essentially an easier hurdle).
The numerical result with shear drag reproduces the slope (i.e., the constant velocity) of (ii).
It can be seen that the FOS of a vegetated slope (i.e. c r > 0) is higher than that of a bare slope (i.e. c r = 0).
Infiltration is inversely related to slope, i.e., more gentle the slope, the more the infiltration and the lesser the runoff (Nag and Amindita 2011).
Similar(8)
Using the identical settings, a similar standard curve was made using His8-p-Nephrin-Alexa488 in solution, with slope I-labeled protein.
Finally, the potential is adjusted without changing the slopes (i.e. forces) to fit the cohesive energy of the metal.
Then, a set of nonthermal radiation mechanisms producing harder slopes, i.e., α > −2/3, are presented and discussed.
The average (± SD) slopes (i.e., α in Eqs. (6) through (11)) are reported in Table 1.
Mean slopes and range of slopes (i.e., standard deviation) are used as box and whiskers to compare all algorithms (Figure 2).
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