Traffic flow theory and control
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| 1. Verfasser: | |
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| Format: | Buch |
| Sprache: | English |
| Veröffentlicht: |
New York, NY u.a.
McGraw-Hill
1968
|
| Schriftenreihe: | McGraw-Hill series in transportation
|
| Online-Zugang: | Inhaltsverzeichnis |
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| 100 | 1 | |a Drew, Donald R. |e Verfasser |4 aut | |
| 245 | 1 | 0 | |a Traffic flow theory and control |c Donald R. Drew |
| 264 | 1 | |a New York, NY u.a. |b McGraw-Hill |c 1968 | |
| 300 | |a 467 S. | ||
| 336 | |b txt |2 rdacontent | ||
| 337 | |b n |2 rdamedia | ||
| 338 | |b nc |2 rdacarrier | ||
| 490 | 0 | |a McGraw-Hill series in transportation | |
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Datensatz im Suchindex
| _version_ | 1819651956161904640 |
|---|---|
| adam_text | CONTENTS
Preface vii
CHAPTER ONE INTRODUCTION
1.1 A Nation on Wheels 1 1.2 The Problem 2 1.3 The Challenge 3 1.4 Role of
Traffic Engineering 4 1.5 Organization of the Book 5
CHAPTER TWO THE VEHICLE
2.1 Introduction 7 2.2 Static Characteristics 8 2.3 Vehicle Kinematics 8 2.4
Nonuniform Acceleration Theory 10 2.5 Vehicle Dynamics 12 2.6 Braking 13 2.7
Speed Computations 14 2.8 Impact and Collision 15 2.9 Control 17 2.10 Turn¬
ing 17 2.11 Stability 19 2.12 Vehicle Power Systems 20 2.13 Challenges 21
CHAPTER THREE THE DRIVER
3.1 Learning 25 3.2 Motivation 26 3.3 Attitude 27 3.4 Vision 28 3.5 Night
Visibility 29 3.6 Driver Eye Height 31 3.7 Human-factors Engineering 32 3.8
Driver Behavior 33 3.9 Driver Response 34 3.10 Driver Error 36 3.11 Driver
Simulation 36 3.12 Perception-Reaction Time 37 3.13 The Fallacy of the Average
Man 40 3.14 The Rule of Thumb 40 3.15 Challenges 42
CHAPTER FOUR THE ROAD
4.1 Introduction 46 4.2 Roadway Surface and Lighting 47 4.3 Geometric Design
50 4.4 The Cross Section 52 4.5 Vertical Alignment 55 4.6 Horizontal Align¬
ment 64 4.7 Control Devices 69 4.8 Project Skyhook 70 4.9 The Road as a
System 72 4.10 Challenges 75
CHAPTER FIVE THE CIRCULATION SYSTEM
5.1 Introduction 79 5.2 Functional Classification 80 5.3 The Freeway Concept 84
5.4 Measuring Traffic Volumes 85 5.5 Volume Survey Devices 88 5.6 Volume
Criteria 89 5.7 Future Traffic 100 5.8 Capacity 102 5.9 Level of Service 104
5.10 Challenges 108
CHAPTER SIX TRAFFIC RESEARCH
6.1 Introduction 111 6.2 The Systems Approach 112 6.3 The Mathematical Model
113 6.4 Experiment and Evaluation 115
CHAPTER SEVEN TRAFFIC EVENTS
7.1 Introduction 120 7.2 The Binomial Distribution 121 7.3 Moments of a Discrete
Distribution 123 7.4 The Poisson Distribution 123 7.5 Statistical Tests for Random¬
ness 125 7.6 The Probability-generating Function 126 7.7 The Negative Binomial
Distribution 127 7.8 Analysis of Arrivals 128 7.9 The Geometric Distribution 131
7.10 Poisson Approximation to the Binomial 132 7.11 Application to Signalization 134
7.12 illustration of Capacity-Design Procedure 140
CHAPTER EIGHT CONTINUOUS VARIABLES
8.1 Introduction 147 8.2 The Moment-generating Function 148 8.3 The Rectangular
Distribution 149 8.4 The Normal Distribution 150 i.S Development of Traffic Varia¬
bles 152 8.6 The Negative Exponential Distribution 153 8.7 The Pearson Type III
Distribution 155 8.8 The Erlang Distribution 158 8.9 The Pearson Type I Distribution
161 8.10 Distribution Relationships 164 8.11 Functions and Distributions 166 8.12
Summary 167
CHAPTER NINE GAP ACCEPTANCE
9.1 Introduction 173 9.2 Merging Parameters 177 9.3 Delay Models ISO 9.4
Critical-gap Distributions 187 9.5 Gap Acceptance Functions 190 9.6 The Binomial
Response 193 9.7 The Probit Method 194 9.8 Gaps and Lags 196 9.9 Multiple
Entries 197 9.10 The Ideal Merge 198 9.11 Speed of the Merging Vehicle 199 9.12
Angular Velocity Model 202 9.13 Two-variable Probit Analysis 204 9.14 Effects of
Geometries 208 9.15 Angle of Convergence 209 9.16 Acceleration-lane Length 211
9.17 Accepted-gap Number 214 9.18 Application to Design 215
CHAPTER TEN QUEUEING PROCESSES
10.1 Introduction 223 10.2 The Single Channel 224 10.3 Application of the Generat¬
ing Function 227 10.4 Finite Queues 229 10.5 Waiting Times 230 10.6 Multiple
Channels 233 10.7 Moving Queues 236 10.8 Entrance Ramps 240 10.9 The Mar¬
kov Process 244 10.10 Significance of Queueing Service Rate 246 10.11 Nonexpo-
nential Distributions 248 10.12 Status of Queueing 251
CHAPTER ELEVEN SIMULATION
11.1 Introduction 255 11.2 Monte Carlo Methods 256 11.3 Random Walks 25S
11.4 Simulated Sampling (Simulation) 261 11.5 Random Numbers 263 11.6 Genera-
tion of Pseudorandom Numbers 263 11.7 Number Systems 264 11.8 Power-residue
Method 265 11.9 Random Sequences Satisfying Desired Distributions 266 11.10
The Method of Inversion 267 11.11 Point-distribution Method 269 11.12 Discrete
Random Deviates 270 11.13 Special Conversion Methods 272 11.14 Scanning Tech¬
niques 274 11.15 Steps in Simulation 276 11.16 The Simulation Program 278
11.17 Mode! Calibration 283 11.18 Why Simulate 284 11.19 An Example—Freeway
Merging 286
CHAPTER TWELVE DETERMINISTIC RELATIONSHIPS
12.1 Introduction 298 12.2 Curve Fitting 300 12.3 The Boundary-condition Approach
302 12.4 The Heat-flow Analogy 304 12.5 The Fluid-flow Analogy 305 12.6 The
Moving-vehicle Method 312 12.7 Shock Waves 314 12.8 The Bottleneck-control
Approach 315 12.9 Stream Measurements 319 12.10 System Models 324 12.11
Challenges 326
CHAPTER THIRTEEN THE MAN-MACHINE SYSTEM
13.1 Introduction 330 13.2 Feedback Control 331 13.3 The Laplace Transform 332
13.4 System Stability 332 13.5 The Human Servomechanism 333 13.6 Time Lags
336 13.7 Linear Car-following 337 13.8 Nonlinear Car-following Models 341 13.9
Car maneuvering—A New Concept 342 13.10 The Analog Simulator 346 13.11 Deter¬
mination of Car-following Variables 350 13.12 Challenges 352
CHAPTER FOURTEEN ENERGY-MOMENTUM APPROACH TO
LEVEL OF SERVICE
14.1 Introduction 355 14.2 The Parameter 359 14.3 Mathematics of Acceleration
Noise 362 14.4 Momentum-Kinetic Energy 364 14.5 Internal Energy 368 14.6
Study Methods 372 14.7 Evaluation of Geometries 374 14.8 Acceleration Noise Due
to Traffic Interaction 374 14.9 Verification of Energy Model 376 14.10 Capacity and
Level of Service 378 14.11 Relationship of Energy and Fuel Consumption 383 14.12
Challenges 384
CHAPTER FIFTEEN CREATIVE DESIGN
15.1 Introduction 388 15.2 Freeway Design 389 15.3 The Freeway System 393
15.4 Interchange Requirements 393 15.5 Main-lane Requirements 399 15.6 Reverse-
flow Freeway Schematics 404 15.7 Downtown Distribution System 408 15.8 Geo¬
metries of the Reverse-flow Interchange 411 15.9 Summary 416
CHAPTER SIXTEEN SURVEILLANCE AND CONTROL
16.1 Introduction 420 16.2 Freeway Operations 420 16.3 Freeway Surveillance and
Control 422 16.4 The Gulf Freeway Project 424 16.5 Surveillance Projects as Research
Facilities 424 16.6 The Evolution of Ramp Control Criteria 427 16.7 Merging Control
434 16.8 Merging Control System 435 16.9 Prototype Merging Control Installation 438
16.10 Application to Bus Rapid Transit 443
Name Index 449
Subject Index 453
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| illustrated | Not Illustrated |
| indexdate | 2024-12-23T22:38:30Z |
| institution | BVB |
| language | English |
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| spellingShingle | Drew, Donald R. Traffic flow theory and control |
| title | Traffic flow theory and control |
| title_auth | Traffic flow theory and control |
| title_exact_search | Traffic flow theory and control |
| title_full | Traffic flow theory and control Donald R. Drew |
| title_fullStr | Traffic flow theory and control Donald R. Drew |
| title_full_unstemmed | Traffic flow theory and control Donald R. Drew |
| title_short | Traffic flow theory and control |
| title_sort | traffic flow theory and control |
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