The crossings section assessed crosswalks, slopes, width of crossings, crossing signals, and pedestrian protection (e.g., curb extensions, protected refuge islands).
Statistical analysis reveals that number of approaches, speed, road width, speed on cross road, and width of cross road significantly affects red light violation.
The distributions of tremor events and intra-slab earthquakes are shown by pink and blue crosses, respectively, with error bars calculated as the half-value width of cross-correlation functions for tremors, and visual reading errors for intra-slab earthquakes.
All the effective parameters can be written as follows: D_{text{L}} = f_{1} left( {rho,;mu,;u,;u_,;h,;w,;s_{f},;s_{n} } right), (8 where (rho) is fluid density; (mu) is dynamic viscosity; (w) is the width of cross section; h is flow depth; (u_) is share velocity; (s_{f}) is longitudinal bed shape; and (s_{n}) is sinuosity.
The different widths of cross-walls within the same filament of Klebsormidium is a further confirmation of this scheme; i.e. the cell walls are thin and bilayered between freshly divided cells, and thick and multilayered between groups of dividing cells.
The length (l) of the area measures 3.5 m (lane width), while the breadth (b) is almost 1.5 times the width of the crossing vehicles.
As the error bar of the cross-phase FLR frequency, we have used the half width of the cross-phase profile; this could be an overestimate, but there is no mathematically established procedure to estimate the confidence interval of the cross-phase FLR frequency.
Many path-based approaches also estimate vessel thickness as they track each branch, generally by determining the width of the cross-section perpendicular to the current path.
The width of a cross-section (mm).
