Thank you, dear Jakob.
1.now if I use freq equal to traffic light cycle the problem will be solved?
2.you said "the flow data points you are using are for individual edges. If
you need a whole-network diagram you need to sum up the edges flows and
compute an average density." for flow I should only aggregate flows in
the intervals and should I compute average ?
3. you said " in your scenario, the flow is mostly affected by the traffic
lights rather than the vehicle density. Thus it will look different from a
motorway diagram". is this normal in intersections?

On Thu, Jun 11, 2020 at 4:55 PM Jakob Erdmann <[email protected]> wrote:

> 1) in your scenario, the flow is mostly affected by the traffic lights
> rather than the vehicle density. Thus it will look different from a
> motorway diagram
> 2) the flow data points you are using are for individual edges. If you
> need a whole-network diagram you need to sum up the edges flows and compute
> an average density. Also, the flow is averaged over 300s (more than one
> traffic light cycle). This means you are not seeing peak flow on green but
> the average flow including stopped-on-red
> 3) I recommend that you use 'entered + departed' for you flow computation.
> Also, there are probably edges that have low vehicle counts but downstream
> congestion prevents vehicles from advancing and thus gives zero flow.
>
> regards,
> Jakob
>
> Am Do., 11. Juni 2020 um 12:20 Uhr schrieb Amirhosein Karbasi <
> [email protected]>:
>
>> Hello,
>>
>> I want to draw a flow density diagram. My network includes 64
>> intersections. I ran a simulation (1800s) and use an additional file for
>> Edge-based output (freq is 300). I drew a flow density diagram in excel
>> based on the Edge-based output file and I calculated flow according to “
>> *entered* * 3600 / *freq*”. Now I have 3 problems:
>>
>> 1. I think my flow density diagram is not similar to regular flow
>> density diagrams. (there are a png in attach file)(Simulation time = 1800s).
>>
>> 2. When I drew a plot my max flow is about 852 (for 1800s, 2400s, and
>> full-time simulation max flow is approximately 1000) and I think max flow
>> should be bigger than 20000 for a network like this.
>>
>> 3. I have too many zero flows.
>>
>> I saw various topics about this on the Sumo website but my problems are
>> not solved yet.
>>
>> I sent my whole files too. please say me what I am doing wrong?
>>
>> Thank you so much.
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