If your flow is dense, than the speed will be dominated by the slowest
vehicles. To see a higher variety of speeds, reduce density.

Am Do., 24. Feb. 2022 um 14:53 Uhr schrieb Sumbal Malik <
[email protected]>:

> Dear Jakob
>
> Thank you very much for your detailed response, I will look into these
> links.
>
> How can I generate the flow of vehicles with different speeds? I even used
> the sigma="1" and speedFactor but still do not see any difference.
>
> <routes>
>
> <vType id="type1" vClass="passenger" color="red" sigma="1" speedDev="0.3"/>
> <vType id="type2" vClass="passenger" color="green" sigma="1"
> speedFactor="1.2"/>
>
> <flow id="f1" type="type1" vehsPerHour="2000" from="E1" to="E1"
> departLane="0" departSpeed="avg" begin="0" end="3600"/>
> <flow id="f2" type="type2" vehsPerHour="4000" from="E1" to="E1"
> departLane="best" departSpeed="avg" begin="0" end="3600"/>
>
> </routes>
>
> I also looked into this link:
> https://sumo.dlr.de/docs/Definition_of_Vehicles%2C_Vehicle_Types%2C_and_Routes.html#speed_distributions
>
> Thank you
>
>
>
>
> On Thu, 24 Feb 2022 at 17:25, Jakob Erdmann <[email protected]> wrote:
>
>> 1. you are simulating a high level of traffic with an (almost) constant
>> insertion flow on a short road segment. There are actually a few datapoints
>> in the left side of the plot from the time where the road starts to fill.
>> Afterwards the traffic stays dense. Note, that your simulation has extreme
>> insertion backlog (the requested flow is higher than the road capacity) and
>> this slows down your simulation (see
>> https://sumo.dlr.de/docs/Simulation/VehicleInsertion.html#delayed_departure
>> )
>>
>> 2. vehicle insertion in SUMO generally cannot create a breakdown in flow
>> on a single road. For this you need some kind of obstruction downstream of
>> the insertion point (i.e. from a junction).  Hence, in your simulation the
>> density never increases to the point where speed is lowered significantly.
>>
>> 3. your simulation shows saturation flows (minimum headway for the given
>> speed) over a narrow range of speeds. In this speed range the flow is
>> mainly determined by the (constant) time headway of the simulation and
>> hence remains unaffected. For more math on this, see
>> https://sumo.dlr.de/docs/Simulation/RoadCapacity.html
>>
>> 4. The gaps on the road are high because their speed is high. The speed
>> remains high because vehicles can drive off without obstruction after
>> insertion.
>>
>> For a discussion on generating all traffic density states, see
>> https://sumo.dlr.de/docs/Tutorials/FundamentalDiagram.html
>>
>> regards,
>> Jakob
>>
>>
>> Am Di., 22. Feb. 2022 um 22:49 Uhr schrieb Sumbal Malik <
>> [email protected]>:
>>
>>> I also run the simulation with a short length of edge 500m with the same
>>> repeated vehicle flows but still, the graphs are not generating correctly
>>> as they should be. I also observed that the speed is not changing and there
>>> is a lot of gaps between the vehicles on the road.
>>>
>>> On Tue, 22 Feb 2022 at 14:29, Sumbal Malik <[email protected]>
>>> wrote:
>>>
>>>> Dear Jakob
>>>>
>>>> Apologies to bother you again.
>>>>
>>>> As per your suggestions, I generated the attached graphs using the
>>>> below commands:
>>>>
>>>> 1) Occupancy vs Time Loss -- plotXMLAttributes.py edge_data.xml -i id
>>>> -x occupancy -y timeLoss -s --scatterplot --xlabel Occupancy(%) --ylabel
>>>> TimeLoss(s)
>>>>
>>>> 2) Density vs Speed -- plotXMLAttributes.py edge_data.xml -i id -x
>>>> density -y speed --yfactor 3.6 -s --scatterplot --xlabel density --ylabel
>>>> km/h"
>>>>
>>>> 3) Density vs Arrived -- plotXMLAttributes.py edge_data.xml -i id -x
>>>> density -y arrived --yfactor 60 -s --scatterplot --xlabel density --ylabel
>>>> VehPerHour
>>>>
>>>> I would be grateful if could clear the following confusions:
>>>>
>>>> 1. Why no data is plotted on the left side of all graphs.
>>>> 2. In Graph_2: why the speed is high even though the density is high
>>>> ... should not the speed be slow when the density is high? If we have high
>>>> density, the vehicles will move slowly.
>>>> 3. In Graph_3: similarly if the density is high then the number of
>>>> Vehperhour leaving the edge should be less but in the attached graph it is
>>>> opposite.
>>>>
>>>> Please find the attached configuration files and graphs
>>>>
>>>> Please guide me where I am making mistakes.
>>>>
>>>> Thank you
>>>>
>>>> On Mon, 21 Feb 2022 at 17:48, Jakob Erdmann <[email protected]>
>>>> wrote:
>>>>
>>>>> In case that the edge in question is not a transit edge but the
>>>>> destination edge, use 'arrived' instead of 'left'.
>>>>>
>>>>> Am Mo., 21. Feb. 2022 um 14:42 Uhr schrieb Sumbal Malik <
>>>>> [email protected]>:
>>>>>
>>>>>> Thank you very much for your reply.
>>>>>>
>>>>>> I generated the edge data with <edgeData id="dump_60" freq="60"
>>>>>> file="edge_data.xml" excludeEmpty="true"/>.
>>>>>> But the output of the edge data shows left vehicles "0" for each time
>>>>>> step.
>>>>>>
>>>>>> <interval begin="0.00" end="60.00" id="dump_15">
>>>>>>         <edge id="E1" sampledSeconds="1422.00" traveltime="80.92"
>>>>>> overlapTraveltime="81.36"
>>>>>> density="23.70" laneDensity="11.85" occupancy="6.38"
>>>>>> waitingTime="0.00" timeLoss="140.73"
>>>>>> speed="12.36" speedRelative="0.89" departed="48" arrived="0"
>>>>>> entered="0" left="0" laneChangedFrom="6" laneChangedTo="6"/>
>>>>>>     </interval>
>>>>>>
>>>>>> Please find the attached configuration files.
>>>>>>
>>>>>>
>>>>>>
>>>>>> Thank you
>>>>>>
>>>>>>
>>>>>> On Mon, 21 Feb 2022 at 16:38, Jakob Erdmann <[email protected]>
>>>>>> wrote:
>>>>>>
>>>>>>> 1. you cannot do this with fcd-output directly since you need an
>>>>>>> intermediate processing step to compute average speeds (fcd has no
>>>>>>> aggregation). You could plot edgeData 'speed' vs 'left' for this
>>>>>>> 2. as above. You need to program your own aggregation for this.
>>>>>>> 3. edgeData 'left' vs 'density'
>>>>>>>
>>>>>>> Am Sa., 19. Feb. 2022 um 09:45 Uhr schrieb Sumbal Malik <
>>>>>>> [email protected]>:
>>>>>>>
>>>>>>>> Dear All
>>>>>>>>
>>>>>>>> I'm struggling to plot some graphs from the attached files.
>>>>>>>>
>>>>>>>> I would be thankful if you could share the script/commands to
>>>>>>>> generate the graphs:
>>>>>>>>
>>>>>>>> 1. How can I plot a graph of average speed versus vehicles per hour
>>>>>>>> using FCD output.
>>>>>>>>
>>>>>>>> 2. How to plot a graph of the average leader gap versus vehicles
>>>>>>>> per hour using FCD output.
>>>>>>>>
>>>>>>>> 3. How to calculate the number of vehicles per time that pass
>>>>>>>> through a given point and plot them versus density?
>>>>>>>>
>>>>>>>> Thank you in advance.
>>>>>>>>
>>>>>>>>
>>>>>>>>
>>>>>>>>
>>>>>>>>
>>>>>>>>
>>>>>>>>
>>>>>>>>
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