The confidence intervals of the calculated design floods were also estimated using the nonstationary bootstrap approach.
These are also estimated using the METI-compiled interregional IO table, which is segmented into nine regions.
In addition, the models were also estimated using the apprenticeship status during the survey frame (2002-2004).
The capacity of the culverts was also estimated using the design equations given in the Canadian and American bridge design codes.
OOP payments that are considered to be catastrophic for families were also estimated using the same average monthly household income (GH¢603.4 = US$306.2).
The two parameters for the translational motion are also estimated using the optical flow equation in (2) and the least square method.
The overall coefficients were also estimated using the conventional diffusion model and the relative contribution of in-series resistances was evaluated using a reaction diffusion model that takes into account interfacial reactions.
The mean crystallite size (D) of nanoparticles was also estimated using the Scherrer formula (Scherrer 1918) using (111) reflection from the XRD pattern as follows: D = 0.9 λ B cos θ, Open image in new window (1).
Furthermore, in order to verify the lever of accuracy of the analysis, the shear contribution of the FRCM was also estimated using the mean values of the material properties.
Using the (111) reflection from the XRD pattern, the mean crystallite size (D) of nanoparticles was also estimated using the Scherrer formula [30] as follows: D = 0.9 λ B cos θ, Open image in new window (1).
The contact angles of such droplets with the hydrate surfaces have been measured directly, and also estimated using the ADSA-P method, with a number of additives to the oil, the aqueous and the droplet phases.
