“…It is well known that conservation of vehicles across the junction, i.e., s∈Sv q s (t, b s ) = r∈Rv q r (t, a r ), is insufficient to uniquely define the flows at the junction. To address this issue, a variety of junction models [10,15,18,19,20,22,23,24,27] have been proposed to define a unique internal boundary flow solution using additional rules governing the distribution or priority of the flows. Compared to the merge junction, for which relatively few models have been proposed, the diverge junctions have led to a number of modeling efforts.…”