Thank you so much dear Jakob.

On Fri, Jun 12, 2020 at 2:13 AM Jakob Erdmann <[email protected]> wrote:

> 1) if you set your frequency to ~half the cycle time, you should see some
> data points with higher flow. When averaging over a full cycle you would
> still mix green and red phases
> 2) yes, each interval would give you one datapoint. For network-wide
> density you could use the total number of vehicles (sampledSeconds / freq)
> and divide it by the total network lane length (shown in the network
> property dialog in sumo-gui, accessible when clicking on the car icon in
> the bottom bar).
> 3) I haven't looked systematically at urban fundamental diagrams but I
> think your plot is plausible
>
> Am Do., 11. Juni 2020 um 17:15 Uhr schrieb Amirhosein Karbasi <
> [email protected]>:
>
>> 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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