Once you have the total cycle length, you can determine the length of
time that is available for green signal indications by subtracting the intergreen periods
from the total cycle length. But, the result is useless unless you know how to
allocate it to all of the phases of the cycle.
As explained in the module about critical movement analysis, the critical movements or
lanes are used to distribute the available green time among all of the phases. The
flow ratio for a movement or lane is the actual (design) flow rate, for that entity,
divided by the saturation flow rate. The critical flow ratio, which is the one that
is important for this calculation, is the flow ratio for the critical movement or
lane.
Green time is allocated using a ratio equation. Each phase is given a portion of
the available green time that is consistent with the ratio of its critical flow ratio to
the sum of all the critical flow ratios. This calculation is simple to do and hard to
say, which makes it refreshingly different from most of the other calculations we
encounter in engineering.
The proportion of the available green time that should be allocated to phase
"i" can be found using the following equation: