Page 129 - Lecture Notes DCC3113
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3.     Two phase traffic light is suggested for a junction. Based on Table, determine
                      i.     Total of loss time, L
                      ii.    Optimum Cycle Length, Co
                      iii.   Effective green time for each phase
                      iv.    Actual green time for each phase
                      v.     Sketch the time phase diagram

                                                           Table
                     Direction/Cabang        North/Utara     South/Selatan    East/Timur       West/Barat
               Actual flow/Aliran Sebenar (q)    550             700              500             880
                          pcu/h
                Saturation Flow/Aliran Tepu,
                        S (pcu/hr)              1975             1975            1875             1875

               Given:   Intergreen time =   5 seconds
                      Amber period  =      3 seconds
                      Lost time     =      2 seconds
                                                                                                  (15 marks)

               Answer :
               i.     Total Lost Time, L

                      L      =      ∑ℓ   +  ∑( I – a)
                             =      [2  +  2]  + [ (5  - 3)  + (5 – 3)]

                             =      8 sec.  ≤   0.85 (OK)

               ii.    Optimum cycle, Co
               Determine Y and ∑Y

                     Direction/Cabang        North/Utara     South/Selatan    East/Timur       West/Barat
               Actual flow/Aliran Sebenar (q)    550             700              500             880
                          pcu/h
                Saturation Flow/Aliran Tepu,    1975             1975            1875             1875
                        S (pcu/hr)
                         y = q/S                0.28             0.35            0.27             0.47
                          y max                          0.35                             0.47

               Y      =      ∑Y max
                      =      (0.35  +  0.47)   =   0.82

               Determine the optimum cycle time, Co

               Co     =      1.5 L  +  5
                                  1  -  Y

                      =      1.5 (8)  +  5
                                1   -   0.82

                      =      94 sec
               iii.   Effective Green Time for Phase 1 and 2, g

               g      =      Co  - L   =   94  -   8  =   86  sec



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