Transit Systems Theory |
Common terms and phrases
acceleration analysis applications approximately assume automated average beam becomes braking capacity cause chapter classes collision compute considered constant corresponding cost cost effectiveness cross curve deceleration deflection delay demand density depends determined developed discussed distance equipment example factor failure figure flow function given by equation gives greater guideway headway hence hour increases indicated jerk lateral less limit line speed load loop mass maximum mean minimize mode split MTBF needed Note obtained occurs one-way operation parameters passenger patronage percent period Personal possible practical problem proportional range ratio reduced reliability result shown shows simple spacing span specific speed station stops stress Substituting subsystems theory tion train transit system trip two-way types unit length V₁ vehicle velocity wait weight
