%Federica Tinti (ftinti@math.unipd.it)
%Department of Mathematics of Ferrara (ITALY)
%
%map of the test problem UserOPT
%
function [f]=UserOPT(x)
%
%User-optimized traffic pattern n=5
% 
%Reference:
%S. Dafermos, 'Traffic equilibrium and variational inequalities'
%Transporting Science, 14 (1980), pp. 42-54.
%
f=[10*x(1)+5*x(4)+1000
    
   15*x(2)+5*x(5)+950
    
   20*x(3)+3000
   
   20*x(4)+2*x(1)+1000
   
   25*x(5)+x(2)+1300];