see https://sumo.dlr.de/docs/Simulation/Rerouter.html#rerouter
You could model this with a closingReroute (for the jammed section) and set
the rerouter probability to the percentage of drivers that would try to
avoid a congested road.

Am Sa., 7. März 2020 um 09:34 Uhr schrieb ing. Massimiliano Petri <
[email protected]>:

> Dear all,
> does anyone know how it is possible to simulate the impact of variables
> message signs giving informations about road congestions in following
> streets?
> Thanks,
> Massimiliano
>
> ---
> -------------------------------------------------
> Eng.Massimiliano Petri
>
> mobile:+39.3929169328
> e-mail: [email protected]
>
> University of Pisa
> University Center 'Logistic Systems'
> Via dei Pensieri, 60
> 57128-Livorno
>
> Il 07-03-2020 00:10 Chedly Bourguiba ha scritto:
> > Hi Jakob,
> >
> > Thank you for your quick response.
> >
> > We are currently defining the flows for one single time period, for
> > one single intersection. We have specified the number of vehicles
> > entering an approach (259). The approach has 5 lanes (2 for right
> > turns, 2 for thru movements and 1 for the left turn). We have also
> > defined the turning probabilities for left, thru and right.
> >
> > When we run the simulation, however, the output numbers are
> > significantly higher for the thru movement lanes than expected (based
> > on the number of total vehicles at the approach multiplied by the
> > probability for the thru movement). In addition, the right turn
> > movements and the left turn movements are close to what they should
> > be. Consequently, the total number of vehicles at that approach is
> > higher than the number we expect from the flow file. We're struggling
> > to understand how this behaviour could be possible. We've checked that
> > the flow number in the flow file and the turning probabilities in the
> > turns file are correct.
> >
> > Do you know any possible reasons why this should be happening? Let me
> > know if you need any further information to diagnose.
> >
> > Thanks,
> > Chedly
> >
> > On Thu, Mar 5, 2020 at 10:52 PM Jakob Erdmann <[email protected]>
> > wrote:
> >
> >> Hello,
> >>
> >> The traffic demand given to SUMO typically does not specify the
> >> exact lane sequence. This means individual lanes could see higher
> >> flows and other lanes could see lower flow due to lane choice.
> >> I would expect the simulated edge flow to be no higher than the
> >> defined flow.
> >> An exception might happen if vehicles cannot be inserted for some
> >> time and then are released into the simulation at a later time,
> >> thereby increasing the flow beyond the specified value.
> >> Things to check for:
> >> - edge flow vs expected flow at different time aggregations
> >> - depart delay (trip info), delayed departures per lane (gui
> >> coloring style)
> >> - departLane definition for your flows
> >>
> >> regards,
> >> Jakob
> >>
> >> Am Fr., 6. März 2020 um 01:52 Uhr schrieb Chedly Bourguiba
> >> <[email protected]>:
> >>
> >>> Hi,
> >>>
> >>> I have an intersection where I know the exact vehicle count per
> >>> lane and movement per hour (a specific hour). When running sumo, I
> >>> define the flow XML file using the vehicle per hour attribute and
> >>> then I compare the count I had for the specific hour that I
> >>> modeled and some lanes would have a count higher than the value I
> >>> used to model the flow.
> >>> Do you have any leads/idea where the discrepancy can come from?
> >>> Thank you in advance for your help!
> >>>
> >>> Best,
> >>>
> >>> Chedly
> >>>
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