Traffic Data Input
Vehicle volume data is needed for certain links or network entry-points. These links include the first entrance link for the freeway mainlines and on-ramps. The data used in the following example is a 5 minute loop detector data over a 3 hour period.
Data Collection
PeMS - Caltrans Performance Measurement System
5 minute loop detector data is used to accurately simulate vehicle flow dynamics. The vehicle volume data is provided by the Caltrans Performance Measurement System (PeMS) website http://pems.dot.ca.gov/ (see Figure below).
Vehicle Parameters
Vehicle composition determines the percentage of cars and trucks (HGV). There are many ways to collect vehicle composition data. One way is manually count the number of passenger cars and trucks from a video recording, Aerial photos or using Google Maps. Data for Annual Average Daily Truck Traffic on California State Highways can be found at http://traffic-counts.dot.ca.gov/.
From the top toolbar, Select Traffic > Vehicle Composition
A window will appear below the Network Editor (see Figure below)
From the drop-down menu, Select “Relative Flow”, the window will split into two sections
Input the different types of vehicles as a percentage or an absolute value under the column “RelFlow”
Percentage: 0.85 (85%) Car and 0.15 (15%) HGV – Heavy Goods Vehicle (Trucks)
OR
Absolute Val: 170 Car and 30 HGV
Next to the “RelFlow” column is the Desired Speed Distribution (DesSpeedDistr) for each vehicle
VISSIM only displays speeds in kilometers per hour (km/h)
Use Google to quickly find the miles per hour (mph) equivalent (see Figures below)
Use Google Map’s Street View to identify the speed limit of your highway segment
Select the miles per hour equivalent for each vehicle
Example: 100 kmph = 62 mph
Vehicle Data
Before we input vehicle volumes, we need to first define our time intervals. Since we collected 5-min loop detector data from PeMS, each interval is 300 seconds. For every hour there are 12 intervals of 300 seconds therefore 3 hours of data is 36 intervals.
Select Base Data > Time Intervals in the toolbar.
A “Time Intervals” window will appear below the Network Editor (see Figure below)
Select the “Vehicle Inputs” from the dropdown list
Right Click on an empty area. Select “Add…”
Change the Start value of the second line to 300
Right Click on an empty area. Select “Add…” repeatedly until you have 36 rows (Count:36)
The last row should have a start value of 10500.
Select “Vehicle routes (static)” from the dropdown list
Repeat steps 2-5
Input the time-dependent traffic demand data and adjust for realistic vehicular behavior. The key metric for vehicle input is volume or the number of vehicles in a given time frame. Volume data can be found on the Excel spreadsheet previously created from the PeMS database.
VISSIM: (see Figure below)
Click on the “Vehicle Inputs” under Network Objects
Locate the entrance of your desired link, this is where the vehicles will start their journey on the network
Select Vehicle Inputs under Network Objects
Right Click on the link and select “Add New Vehicle Input” or CTRL+ Right Click
A black line will appear across all lanes at the beginning of the link
Double Click on the black line, the “Vehicle Inputs” window will appear below the Network Editor
Select “Vehicle volumes by time interval” from the dropdown list, the window will split into two sections
Excel: (see Figure below)
Open the Excel spreadsheet that contains the 5-min loop data from the PeMS website
Locate the appropriate “Timestamp” and “Station ID”
Select the 36 cells under the “Hr Flow” column
Press CTRL+C on your keyboard to copy the exact number of vehicle volume intervals/cells (36)
VISSIM:
In the right section of the “Vehicle Inputs” window, locate and Click on the first row
Press CTRL+V to paste the volumes from Excel
Change the “VolType” for all rows to “Exact”
Repeat previous steps for every unique entry point (On-Ramps) in your network
The final version should look similar to the Figure below
At any diverging point or off-ramp, we must determine the turning percentage or Relative Volumes (RelFlow).
VISSIM:
Click on the “Vehicle Routes (Static)” under Network Objects (see Figures below)
Locate the entrance of your desired link, this is where the vehicles will start their journey on the network
Select Vehicle Routes (Static) under Network Objects
Right Click on the link and select “Add New Static Vehicle Routing Decision” or CTRL+ Right Click
A pink line will appear across all lanes and a blue (teal) line will follow your cursor
The yellow path connecting the pink and teal lines is the Vehicle Route
Move your cursor along the highway until you reach the very end of the first Off-Ramp
Left Click on the Off-Ramp to define you first Vehicle Route
Move your cursor on the mainline (highway) somewhere slightly past the first Off-Ramp
Left Click on the Mainline to define you second Vehicle Route
Double Click anywhere off the highway network links to finalize your choices
Double Click on the pink line of your Vehicle Route,
The "Static Vehicle Routing Decision” window will appear below the Network Editor
Select the “Static vehicle routes” from the dropdown list, the Network Editor will split into two sections
In the left section, select the Vehicle Route group (row 1) created in the previous steps
The right section displays the two Vehicle Routes choices
In the right section, Click on the first row or the row with the Off-Ramp as the “DestLink”
Excel: (see Figure below)
Open the Excel spreadsheet that contains the 5-min loop data from the PeMS website
Locate the appropriate “Timestamp” and “Station ID” of the first Off-Ramp
Select the 36 cells under the “Hr Flow” column for the Off-Ramp
Press CTRL+C on your keyboard to copy the total vehicle counts (volume)
VISSIM:
In VISSIM, locate the “RelFlow(0)” cell for the Off-Ramp in left section of the “Quick View (Static Vehicle Routes)” window
Press CTRL+V to paste the volumes from Excel
In the right section below the Network Editor, Click on the second row or the row with the Mainline (ML) as the “DestLink”
Excel:
Open the Excel spreadsheet that contains the 5-min loop data from the PeMS website
Locate the appropriate “Timestamp” and “Station ID” of the ML (Mainline)
Select the 36 cells under the “Hr Flow” column for the Mainline
Press CTRL+C to copy the total vehicle counts (volume)
VISSIM:
In VISSIM, locate the “RelFlow(0)” cell for the ML in the left section of the “Quick View (Static Vehicle Routes)” window
Press CTRL+V to paste the volumes from Excel
Repeat the above steps IF your highway network has multiple off-ramps
The final version should look similar to the Figure below:
Data Collection Points
Loop detectors (Stations) are added in VISSIM to collect data such as vehicle counts and speed. Before adding data collection points in VISSIM, Google Maps can be used to locate each Station’s approximate location.
VISSIM:
To add Data Collection Points...
Select “Data Collection Points” under Network Objects
Move the cursor over the exact location and lane
Right Click and select “Add new Data Collection Point” (Shortcut: CTRL+Right Click)
Once placed, the Collection Points can be moved by dragging them around with your mouse
They can also be deleted by selecting each or multiple (CTRL + Click) Collection Points and pressing Delete
Add every Data Collection Point for every lane at each loop detector location for your entire Network
Double Click any Collection Point to make a window appear below the Network Editor called “Data Collection Point”
Name every Collection Point with its corresponding SationID
On the top toolbar, Select List > Measurement > Data Collection Measurements
A new window will appear below the Network Editor called “Data Collection Measurements”
In an empty area of the new window, Right Click and select “Generate all (grouped)”
From the top toolbar, select Evaluation > Configuration
In the new “Evaluation Configuration” window Select the “Result Management” Tab
Select “of all simulation runs”
Uncheck the “Automatically add new columns in lists”
Select “File”
Select the “Result Attributes” Tab
Check the box for “Data collections” under the “Collect data” column
From time = 0
To time = 10800
Interval = 300
Click OK
From the top toolbar, select Simulation > Parameters (see Figure below)
In the new “Simulation Parameters” window Change the “Period:” to 10800
Click OK
Select the “Data Collection Measurements” tab below the “Network Editor”
Click the “Select attributes” button (the black wrench)
In top left corner of the new window, Click the “Filter…” button
In the new “Preselection Filter” window, under “Simulation Runs”…
Select “Show only selected simulation runs”
Check: Current run
Under “Interval Times”…
Select “Show only selected time intervals”
Check: Last Completed
Check: Total
Check: Average
Check All: from “0-300” to “10500-10800”
Under “Vehicle Classes”…
Select “Show only selected vehicle classes”
Check: All type
Click OK
Back in the “Data Collection Measurement: Select Attributes” window, Click on the “Vehicles” attribute
Click on the “Green Arrow” to add every vehicle attribute for all time intervals to the right hand section of the window
Click OK
Now in the “Data Collection” tab below the Network Editor, each Collection Point group will have every time interval as a column
YouTube
The content in the section above has been summarized in the video below.