Modelling and Optimisation of Motorway-高速公路运营的建模与优化

Chapter 1Introduction1
11Background and Motivation1
12Review of Traffic Models3
121Microscopic models3
122Macroscopic models6
123Discussion12
13Current Practice of Traffic Control13
131Ramp metering14
132Variable speed limits19
133Hard shoulder running21Chapter 2Modelling of Motorway Traffic23
21Introduction23
22Cell Transmission Model24
23Traffic Data28
231Flow28
232Occupancy29
233Speed30
234Density31
24Model Calibration32
241Step 1:Free flow line34
242Step 2:Capacity35
243Step 3:Congested line36
244Review of procedure41Chapter 3Optimisation of Ramp Metering44
31Introduction44
32Objective Function45
33Ramp Metering Formulation49
34Effect of Offramp Position58
35Sensitivity Analysis of Balance Parameter η60
36Working Example63
361Without ramp metering68
362With ramp metering70Chapter 4Optimisation of Variable Speed Limits and Hard Shoulder
Running76
41Introduction76
42Variable Speed Limits77
421Changes in fundamental diagram under VSL77
422Optimisation of VSL79
423The effect of fundamental diagram specifications under VSL90
43Hard Shoulder Running94
431Changes in fundamental diagram under HSR94
432Optimisation of HSR96
433Optimisation of integrated control strategy98
44Working Example101
441Variable speed limits102
442Hard shoulder running103
443Integrated control strategy106Chapter 5Robust Optimisation of Ramp Metering110
51Introduction110
52Characteristic of Road Traffic Flow111
521Setvalued fundamental diagram111
522Demand uncertainty115
53Robust Optimisation of Ramp Metering117
531Review of robust optimisation117
532Likelihood region119
533Robust ramp metering formulation124
54Working Example127References135