Bottom figures capturing enlarged study area A show the spatially variable overlap (right) derived from the absolute differences between DEMs (left, units meters).
To compute threshold range values in real world units (meters), we need to relate our stimulus image dimensions to corresponding real world dimensions.
Figure 12 Simulation configuration with the trajectories of ten objects (unit: meter).
Using nearby tidal observations, the predicted annual volumetric sediment transport rate is 2.6 m3 per unit meter width.
Three dimensionless perforated plate geometrical parameters considered in the optimisation include the dimensionless orientation angle, the dimensionless plate diameter and the plate spacing per unit meter.
The dunes, characterised by heights and lengths of 0.05 0.2 m and 5 10 m, respectively, migrated 10 20 m over the 3-month period, representing an average volumetric sediment transport rate of 0.5 m3 per unit meter width.
The prestressing strand with a diameter of 15.2 mm (0.6 inch strand) had a nominal area of 140 mm2, a tensile load of 261 kN, a yield load of 222 kN, and a weight per unit meter of 1.1 kg (or 1100 kg/1000 m).
The path gain is expressed as d−c/2e iθ, where d represents the distance between any two nodes (unit: meter), c = 3.5 represents the exponential factor of the path loss, and θ is a random phase that is evenly distributed between [0, 2π].
The prestressing strand with a diameter of 12.7 mm, well-known as the standard half inch strand, had a nominal area of 98.7 mm2, a tensile load of 184 kN, a yield load of 157 kN, and a weight per unit meter of 0.78 kg (or 780 kg/1000 m).
r here indicates the radio radius with unit meters.
