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Problem 2 . AOAcide is a chemical company that needs to transport two large shipments from two different locations to a production plant. The shipments
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AOAcide is a chemical company that needs to transport two large shipments from two different locations to a production plant. The shipments have equal volume and contain the same chemical ie except for the origin location they can be considered indistinguishable The transport takes place through an urban area, and for safety reasons the routes should be as short as possible. Also, both shipments are delivered in a large container, and cannot be split into multiple smaller shipments.
A schematic map of the area is given below, indicating the possible route segments that can be taken. Nodes and correspond to the two points of origin. Node corresponds to the destination plant. All other nodes correspond to an intersection of two roads. An arc between two nodes corresponds to a road segment, and has an associated length in miles, as indicated in the figure. The Excel file problem set SPTxIsx lists all these segments and their lengths.
The area also contains a river indicated by the light grey curve that can be crossed by bridge or by a tunnel. The road segments and contain a bridge crossing the river, while the road segment contains a tunnel. For safety reasons, the city allows each bridge and tunnel to be crossed by at most one of the shipments. For example, the shipments cannot both traverse the road segment AOAcide wishes to determine a delivery route for both shipments with minimum total distance.
We will approach this problem as a network flow and formulate it using linear programming.
Complete the network by adding supply, demand, and any nontrivial lower or upper bounds.
The trivial bounds are already assumed to be present and do not have to be added. We next formulate the linear programming model. As decision variables, we define for every arc from node to node in the network.
What values can variable take, and what does represent, for an arc from node to node Formulate the objective function and the flow conservation constraints for each node.
In addition to the flow conservation constraints, do we need any other constraints for a correct formulation of the problem? If so write them down here.
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