You signed in with another tab or window. Reload to refresh your session.You signed out in another tab or window. Reload to refresh your session.You switched accounts on another tab or window. Reload to refresh your session.Dismiss alert
Currently, free-flow speeds in Dynameq are set to speed in planning network + 5
mph. The issue here is to look at how free-flow speeds are set in the current
planning network and determine if we are happy with that.
It used to be that the free-flow speeds in the network were too fast for a
static model, so instead there was a factor in front of the VDF that was a
function of facility type and increased the free-flow travel time by some
constant ratio in order to match the observed travel times better. This was
ugly, and there was talk of stripping it out. The question is: what are we
left with for free-flow speeds? If it is something like a posted speed, that
is probably pretty close to what we want. If the free-flow speeds are reduced
in the static model to account for stop-sign delay in uncongested conditions,
then we probably need to speed them up more for the DTA.
Original issue reported on code.google.com by greg.erh...@ucl.ac.uk on 12 Jun 2012 at 5:22
Original issue reported on code.google.com by
greg.erh...@ucl.ac.uk
on 12 Jun 2012 at 5:22The text was updated successfully, but these errors were encountered: