The spacing of 90m is unexpected for your setup, With the above
configuration, you should see an average spacing of roadSpeed + vehLength +
minGap (i.e. ~20m for 13.89/ms = 50km/h road and 7.5m length+minGap).
Depending on road speed you should be seeing 1800 - 2000 v/h/lane.
If you use departSpeed="avg" instead of "max", capacity goes up to 2400
v/h/lane
see also https://sumo.dlr.de/docs/Simulation/RoadCapacity.html

Please post your (zipped) scenario files to figure out why you are not
seeing this.

However, insertion flow alone will never lead to a breakdown of the flow.
For that you need some sort of speed disturbance downstream.
If you set sigma="1" you will see occasional breakdowns but they will be
short-lived (and due to a known issue with the Krauss model, this only
works at 1s step length).
An alternative for inducing break-down would be a variable-speed-sign
https://sumo.dlr.de/docs/Simulation/Variable_Speed_Signs.html
https://sumo.dlr.de/docs/Tutorials/FundamentalDiagram.html

regards,
Jakob

Am Di., 8. Feb. 2022 um 17:23 Uhr schrieb Ste Millington <
stemilling...@gmail.com>:

> I'm struggling to get high flow rates in a simple model, just a straight
> 5km stretch of 4 lane highway.
>
> I'm using multiple flow elements with probability set close to 1. However
> i can't seem to get the flow rate to ever go above 4000 vehicles per hour.
> This only gives me 1000 vehicles per hour per lane and an average vehicle
> spacing of 90 metres. I was hoping to be able to achieve a breakdown of the
> flow.
>
> I've tried tried setting step length to 0.1 and using multiple copies of
>
> <flow id="flow_0" type="DEFAULT_VEHTYPE" begin="0.00" departSpeed="max"
> departPos="last" departLane="best" route="route_0" end="3600.00"
> probability="0.9"/>
>
> But after a certain point nothing seems to make much difference. I'm sure
> I'm doing something wrong or not perhaps just misunderstanding the traffic
> dynamics somehow.
>
> Should I be able to ramp up the flow rate to a point where the traffic
> flow breaks down?
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