The following example is taken from the user’s guide of GINO (Liebman et al. 1986). A simple network of five roads (arcs) can be illustrated by the path diagram:
The five roads connect four intersections illustrated by numbered nodes. Each minute F vehicles enter and leave the network. Arc refers to the road from intersection i to intersection j, and the parameter refers to the flow from i to j. The law that traffic flowing into each intersection j must also flow out is described by the linear equality constraint
In general, roads also have an upper capacity, which is the number of vehicles which can be handled per minute. The upper limits can be enforced by boundary constraints
Finding the maximum flow through a network is equivalent to solving a simple linear optimization problem, and for large problems, PROC LP or PROC NETFLOW can be used. The objective function is
and the constraints are
The three linear equality constraints are linearly dependent. One of them is deleted automatically by the PROC NLP subroutines. Even though the default technique is used for this small example, any optimization subroutine can be used.
proc nlp all initial=.5; max y; parms x12 x13 x32 x24 x34; bounds x12 <= 10, x13 <= 30, x32 <= 10, x24 <= 30, x34 <= 10; /* what flows into an intersection must flow out */ lincon x13 = x32 + x34, x12 + x32 = x24, x24 + x34 = x12 + x13; y = x24 + x34 + 0*x12 + 0*x13 + 0*x32; run;
The iteration history is given in Output 7.9.2, and the optimal solution is given in Output 7.9.3.
Output 7.9.2: Iteration History
Newton-Raphson Ridge Optimization |
Without Parameter Scaling |
Iteration | Restarts | Function Calls |
Active Constraints |
Objective Function |
Objective Function Change |
Max Abs Gradient Element |
Ridge | Ratio Between Actual and Predicted Change |
||
---|---|---|---|---|---|---|---|---|---|---|
1 | * | 0 | 2 | 4 | 20.25000 | 19.2500 | 0.5774 | 0.0313 | 0.860 | |
2 | * | 0 | 3 | 5 | 30.00000 | 9.7500 | 0 | 0.0313 | 1.683 |
Finding a traffic pattern that minimizes the total delay to move F vehicles per minute from node 1 to node 4 introduces nonlinearities that, in turn, demand nonlinear optimization techniques. As traffic volume increases, speed decreases. Let be the travel time on arc and assume that the following formulas describe the travel time as decreasing functions of the amount of traffic:
These formulas use the road capacities (upper bounds), assuming vehicles per minute have to be moved through the network. The objective function is now
and the constraints are
Again, the default algorithm is used:
proc nlp all initial=.5; min y; parms x12 x13 x32 x24 x34; bounds x12 x13 x32 x24 x34 >= 0; lincon x13 = x32 + x34, /* flow in = flow out */ x12 + x32 = x24, x24 + x34 = 5; /* = f = desired flow */ t12 = 5 + .1 * x12 / (1 - x12 / 10); t13 = x13 / (1 - x13 / 30); t32 = 1 + x32 / (1 - x32 / 10); t24 = x24 / (1 - x24 / 30); t34 = 5 + .1 * x34 / (1 - x34 / 10); y = t12*x12 + t13*x13 + t32*x32 + t24*x24 + t34*x34; run;
The iteration history is given in Output 7.9.4, and the optimal solution is given in Output 7.9.5.
The active constraints and corresponding Lagrange multiplier estimates (costs) are given in Output 7.9.6 and Output 7.9.7, respectively.
Output 7.9.8 shows that the projected gradient is very small, satisfying the first-order optimality criterion.
The projected Hessian matrix (shown in Output 7.9.9) is positive definite, satisfying the second-order optimality criterion.