## Introduction to Operations Research, Volume 1-- This classic, field-defining text is the market leader in Operations Research -- and it's now updated and expanded to keep professionals a step ahead -- Features 25 new detailed, hands-on case studies added to the end of problem sections -- plus an expanded look at project planning and control with PERT/CPM -- A new, software-packed CD-ROM contains Excel files for examples in related chapters, numerous Excel templates, plus LINDO and LINGO files, along with MPL/CPLEX Software and MPL/CPLEX files, each showing worked-out examples |

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Page 409

of or all the arcs in the network are directed arcs , we then distinguish between

directed

sequence of connecting arcs whose direction ( if any ) is toward node j , so that

flow ...

of or all the arcs in the network are directed arcs , we then distinguish between

directed

**paths**and undirected**paths**. A directed**path**from node i to node j is asequence of connecting arcs whose direction ( if any ) is toward node j , so that

flow ...

Page 423

An augmenting

network such that every arc on this

The minimum of these residual capacities is called the residual capacity of the ...

An augmenting

**path**is a directed**path**from the source to the sink in the residualnetwork such that every arc on this

**path**has strictly positive residual capacity .The minimum of these residual capacities is called the residual capacity of the ...

Page 476

TABLE 10.2 The

Length START → AB →→→ GHM ... 6 - 41 weeks 2 + 4 + 10 + 7 + 8 + 5 + 6 = 42

weeks However , the project duration will not be longer than one particular

TABLE 10.2 The

**paths**and**path**lengths through Reliable's project network**Path**Length START → AB →→→ GHM ... 6 - 41 weeks 2 + 4 + 10 + 7 + 8 + 5 + 6 = 42

weeks However , the project duration will not be longer than one particular

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### Common terms and phrases

activity additional algorithm alternative amount analysis apply assignment assumed basic variable begin BF solution calculate called changes coefficients column complete Consider constraints Construct corresponding cost CPF solution customers decision demand described determine developed distribution entering equations estimated example expected feasible FIGURE final flow formulation given gives hour identify illustrate increase indicates initial inventory iteration linear programming machine Maximize mean million Minimize month needed node objective function obtained operations optimal optimal solution original parameter path payoff plant player possible presented Prob probability problem procedure profit programming problem queueing respectively resulting shown shows side simplex method solution solve step strategy Table tableau tion transportation unit waiting weeks