taking into account phenomena significant for traffic and allowing for the analysis and optimization of operational parameters of the traffic process. ls∆l v
v
Fig. 1. Relations between units in the traffic process on a waterway Source: [4]To improve the clarity of the arguments, the derived analytical dependencies will be exemplified on an ongoing basis with numerical examples within the range of real measure values.
Let us assume that the following traffic process parameters [6] relevant to the subject of the study apply:
− the minimum distance between units is ∆lmin = 370 m, − the permissible speed of the units is vdop = 8 kn, As an illustrative example, let us consider the case where the units are m/s type ships
Kopalnia Siersza with a length of ls= 159 m. The braking distance of this ship for the maneuver (…)
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Source: Czasopismo Logistyka 6/2011