1 / 17

Modeling Traffic in St. Louis

Modeling Traffic in St. Louis. By Julia Greenberger. Goals. To create a model of the traffic flow of cars traveling from Creve Coeur to downtown St. Louis To use this model to determine the maximum flow of cars from Creve Coeur to downtown St. Louis

loyal
Télécharger la présentation

Modeling Traffic in St. Louis

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Modeling Traffic in St. Louis By Julia Greenberger

  2. Goals • To create a model of the traffic flow of cars traveling from Creve Coeur to downtown St. Louis • To use this model to determine the maximum flow of cars from Creve Coeur to downtown St. Louis • To predict the change in traffic flow on Forest Park Parkway once Highway 40 (I-64) reopens

  3. St. Louis Map with Construction

  4. Creating the Model • Use 13 nodes to keep model manageable • Use 18 links between these nodes to have 18 unknown variables

  5. Map with Routing 3 1 2 8 7 11 6 4 10 5 9 12 13

  6. Simplified Routing Map 3 2 8 1 11 10 7 6 12 4 5 9 13

  7. Creating the Model (cont.) • Find the maximum capacity of cars on the streets used in the model using bi,j = # of cars ≈ (# of lanes)*(speed limit)*(c), Where bi,j is the maximum capacity of the street from node i to node j and i,j:1-13 and c=traffic coefficient. c=1; no traffic, green c=.75; medium traffic, yellow c=.5; heavy traffic, red

  8. Map of Traffic Flow Use map to find c

  9. Routing Map with Maximum Road Capacities 3 18.7 240 2 8 68 1 48 11 30.5 240 10 25.5 25.5 25.5 68 7 6 12 25 68 240 240 48 4 45 5 9 13 240

  10. Creating the Linear Program • Let Xi,j = the number of cars traveling from node i to node j, where i,j: 1-13 • We want to maximize X1,2 + X2,3 + … + X12,13 Let X=[X1,2; X2,3;… ; X12,13 ] To maximize the sum of the entries in X, we can maximize CT*X, where C=[1;1;…;1] or we can minimize CT*X, where C=[-1;-1;…;-1]

  11. Creating the Linear Program • Assume the number of cars entering a given node is equal to the number of cars exiting that node • Create a matrix A, with equations that balance the flow in and out of each node • A = [ … 0,0,0,0,0,0,0,0,0,0,0,0,0,-1,1,0,1; …] To balance flow in and out of node, A*X=0 • Using the constraint vector, Xi,j ≤ bi,j

  12. Creating the Linear Program • Minimize CT*X, where C=[-1;-1;…;-1] Subject to • A*X=0 • Xi,j ≤ bi,j • Solve using linprog in MATLAB

  13. Results from Linear Program • Maximum flow in total system is 30 cars • Flow is limited by some streets with very small Xi,j

  14. Modifying Linear Program 3 18.7 240 2 8 68 1 48 11 30.5 240 10 25.5 25.5 25.5 68 7 6 12 25 68 240 240 48 4 45 5 9 13 240 240

  15. Results • The maximum flow in total system did not change • The flow on Forest Park Parkway decreased from 15 to 12.3 cars • Model supports the hypothesis that the opening of Highway-40 will decrease traffic flow on local streets

  16. Limitations • We only used 13 nodes • In reality, there are hundreds of nodes from Creve Coeur to downtown St. Louis • Uncertainty in traffic coefficients

  17. Questions?

More Related