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In this study, as part of the 2nd phase of Izmir metro construction in densely populated Poligon district of Izmir the effects of umbrella arch-face bolt applications on ground settlements have been determined using numerical modeling and in situ measurements.
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The mean brightness of each ROI is determined using numerical values assigned to grey-scale pixels.
The quality factor and confinement factor of the microcavity are determined using numerical simulation.
And stereological coefficients of ellipsoidal particle were determined using numerical method.
Coefficients for the nonlinear elastic continuum model are determined using numerical experiments on representative volume elements of the polymer model.
Ignitions and extinctions are determined using numerical bifurcation theory, and simulation results are compared with experimental data.
Optimum operating conditions were determined using numerical optimization method and found to be; initial pH of 3, current density of 10 mA cm−2, H2O2 dose of 20 ml/l and electrolysis time of 30 min.
The KFS, ∆θ, Ha, and ψf (or α*) parameters can be determined using numerical optimization (e.g. "Solver" in the Excel spreadsheet) to curve-fit the extended VHBP analysis directly to borehole head versus time measurements; however, fitting to the velocity graph (borehole head plotted against change in head with time) is generally less problematic.
Sensor performance was determined using numerical and clinical accuracy metrics.
The total volume of each tree was determined using numerical integration, and all individual tree values were summed to obtain total stand volume.
Therefore, the population size under neutrality (N e ) that has the same variance in allele frequency as the population under selection can be determined using numerical iteration.
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