Page 12 - OPERATIONS RESEARCH
P. 12

2.  ACTIVITY FLOAT: As mentioned earlier, it is the float in the activity time estimates.

                       There are mainly three types of activity floats as discussed below:
                   i.     TOTAL  FLOAT:  The  total  float  of  an  activity  represents  the  amount  of  time  by

                          which an activity can be delayed without delay in the project completion date.
                          Thus, for each activity (i , j), the total float values are computed as follows:

                                       Total float(TFij)= Lj – (Ei +tij)

                                                                   = LFij – Efij
                                                                   = (Lj – tij) – Ei

                                                                   = LSij – Esij.
                   ii.    FREE FLOAT: Free float is that portion of the total float within which an activity

                          can be manipulated without affecting the float of subsequent activities.

                          Free float values for each activity (i, j) are computed as follows:
                                        Free float (FFij) = (Ej – Ei) – tij

                                                                    = Ej – (Ei + tij)
                                                                    = min {ESij} – EFij , (i<j).

                   iii.   INDEPENDENT  FLOAT:  It  is  that  portion  of  the  total  float  within  which  an
                          activity can be delayed for start without affecting floats of the preceding activities.

                          Independent float values for each activity (i , j) are computed as follows;

                                         Independent float (IFij) = (Ej – Li) – tij
                          IFij = FFij – (slack of event i).

               EXAMPLE:
               A project consists of a series of tasks labelled  A, B, … H, I with the following relationships

               (W<X, Y means X and Y cannot start until W is completed; X, Y<W means W  cannot start until
               both  X  and  Y  are  completed).  With  this  notation  construct  the  network  diagram  having  the

               following constraints:

                                                      A<D, E; B, D<F; C<G; C<G; B, G<H; G<I.
               Find also the minimum time of completion of the project, when the time (in days) of completion

               of each task is as follows:

               Task          A       B         C        D         E         F       G        H         I
               Time       12         8      20       16       24        18       19       4         10
   7   8   9   10   11   12   13   14   15   16   17