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Principles of Highway Engineering and Traffic Analysis 5th Edition SI Version [Mīkstie vāki]

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(University of Florida), (University of Washington)
  • Formāts: Paperback / softback, 344 pages, height x width x depth: 257x206x18 mm, weight: 23 g
  • Izdošanas datums: 18-Jan-2013
  • Izdevniecība: John Wiley & Sons Inc
  • ISBN-10: 1118471393
  • ISBN-13: 9781118471395
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Principles of Highway Engineering and Traffic Analysis 5th Edition SI VersionPalielināt
  • Formāts: Paperback / softback, 344 pages, height x width x depth: 257x206x18 mm, weight: 23 g
  • Izdošanas datums: 18-Jan-2013
  • Izdevniecība: John Wiley & Sons Inc
  • ISBN-10: 1118471393
  • ISBN-13: 9781118471395
Citas grāmatas par šo tēmu:
Permanent link: https://www.kriso.lv/db/9781118471395.html
Keywords:
The best-selling Principles of Highway Engineering and Traffic Analysis provides the depth of coverage necessary to solve the highway-related problems that are most likely to be encountered in engineering practice. Instructors can be confident their students are learning the fundamentals needed to undertake upper-level transportation courses, enter transportation employment with a basic knowledge of highway and traffic engineering, and answer transportation-related questions on the Fundamentals of Civil Engineering and Professional Engineering exams. The new Fifth Edition is updated with the most recent Highway Capacity Manual and AASHTO Green book, new homework problems, and the text has been streamlined and enhanced pedagogically with descriptive example names and homework problems organized by text section.
Chapter 1 Introduction to Highway Engineering and Traffic Analysis
1(8)
1.1 Introduction
1(1)
1.2 Highways and the Economy
1(1)
1.2.1 The Highway Economy
1(1)
1.2.2 Supply Chains
2(1)
1.2.3 Economic Development
2(1)
1.3 Highways, Energy, and the Environment
2(1)
1.4 Highways as Part of the Transportation System
3(1)
1.5 Highway Transportation and the Human Element
3(3)
1.5.1 Passenger Transportation Modes and Traffic Congestion
4(1)
1.5.2 Highway Safety
4(1)
1.5.3 Demographic Trends
5(1)
1.6 Highways and Evolving Technologies
6(1)
1.6.1 Infrastructure Technologies
6(1)
1.6.2 Vehicle Technologies
6(1)
1.6.3 Traffic Control Technologies
7(1)
1.7 Scope of Study
7(2)
Chapter 2 Road Vehicle Performance
9(38)
2.1 Introduction
9(1)
2.2 Tractive Effort and Resistance
9(1)
2.3 Aerodynamic Resistance
10(3)
2.4 Rolling Resistance
13(2)
2.5 Grade Resistance
15(1)
2.6 Available Tractive Effort
16(6)
2.6.1 Maximum Tractive Effort
16(2)
2.6.2 Engine-Generated Tractive Effort
18(4)
2.7 Vehicle Acceleration
22(5)
2.8 Fuel Efficiency
27(1)
2.9 Principles of Braking
27(20)
2.9.1 Braking Forces
28(2)
2.9.2 Braking Force Ratio and Efficiency
30(2)
2.9.3 Antilock Braking Systems
32(1)
2.9.4 Theoretical Stopping Distance
32(5)
2.9.5 Practical Stopping Distance
37(3)
2.9.6 Distance Traveled During Driver Perception/Reaction
40(7)
Chapter 3 Geometric Design of Highways
47(48)
3.1 Introduction
47(1)
3.2 Principles of Highway Alignment
48(1)
3.3 Vertical Alignment
49(28)
3.3.1 Vertical Curve Fundamentals
50(8)
3.3.2 Stopping Sight Distance
58(1)
3.3.3 Stopping Sight Distance and Crest Vertical Curve Design
59(4)
3.3.4 Stopping Sight Distance and Sag Vertical Curve Design
63(8)
3.3.5 Passing Sight Distance and Crest Vertical Curve Design
71(3)
3.3.6 Underpass Sight Distance and Sag Vertical Curve Design
74(3)
3.4 Horizontal Alignment
77(8)
3.4.1 Vehicle Cornering
77(2)
3.4.2 Horizontal Curve Fundamentals
79(4)
3.4.3 Stopping Sight Distance and Horizontal Curve Design
83(2)
3.5 Combined Vertical and Horizontal Alignment
85(10)
Chapter 4 Pavement Design
95(38)
4.1 Introduction
95(1)
4.2 Pavement Types
95(2)
4.2.1 Flexible Pavements
96(1)
4.2.2 Rigid Pavements
97(1)
4.3 Pavement System Design: Principles for Flexible Pavements
97(1)
4.4 Traditional AASHTO Flexible-Pavement Design Procedure
98(12)
4.4.1 Serviceability Concept
98(1)
4.4.2 Flexible-Pavement Design Equation
99(7)
4.4.3 Structural Number
106(4)
4.5 Pavement System Design: Principles for Rigid Pavements
110(1)
4.6 Traditional AASHTO Rigid-Pavement Design Procedure
110(14)
4.7 Measuring Pavement Quality and Performance
124(3)
4.7.1 International Roughness Index
124(1)
4.7.2 Friction Measurements
125(1)
4.7.3 Rut Depth
126(1)
4.7.4 Cracking
126(1)
4.7.5 Faulting
127(1)
4.7.6 Punchouts
127(1)
4.8 Mechanistic-Empirical Pavement Design
127(6)
Chapter 5 Fundamentals of Traffic Flow and Queuing Theory
133(38)
5.1 Introduction
133(1)
5.2 Traffic Stream Parameters
133(6)
5.2.1 Traffic Flow, Speed, and Density
134(5)
5.3 Basic Traffic Stream Models
139(5)
5.3.1 Speed-Density Model
139(2)
5.3.2 Flow-Density Model
141(1)
5.3.3 Speed-Flow Model
142(2)
5.4 Models of Traffic Flow
144(5)
5.4.1 Poisson Model
144(4)
5.4.2 Limitations of the Poisson Model
148(1)
5.5 Queuing Theory and Traffic Flow Analysis
149(14)
5.5.1 Dimensions of Queuing Models
149(1)
5.5.2 D/D/l Queuing
150(7)
5.5.3 M/D/l Queuing
157(2)
5.5.4 M/M/l Queuing
159(1)
5.5.5 M/M/N Queuing
160(3)
5.6 Traffic Analysis at Highway Bottlenecks
163(8)
Chapter 6 Highway Capacity and Level-of-Service Analysis
171(48)
6.1 Introduction
171(1)
6.2 Level-of-Service Concept
172(3)
6.3 Level-of-Service Determination
175(1)
6.3.1 Base Conditions and Capacity
175(1)
6.3.2 Determine Free-Flow Speed
175(1)
6.3.3 Determine Analysis Flow Rate
176(1)
6.3.4 Calculate Service Measure(s) and Determine LOS
176(1)
6.4 Basic Freeway Segments
176(13)
6.4.1 Base Conditions and Capacity
177(1)
6.4.2 Service Measure
177(3)
6.4.3 Determine Free-Flow Speed
180(1)
6.4.4 Determine Analysis Flow Rate
181(5)
6.4.5 Calculate Density and Determine LOS
186(3)
6.5 Multilane Highways
189(9)
6.5.1 Base Conditions and Capacity
192(1)
6.5.2 Service Measure
192(1)
6.5.3 Determining Free-Flow Speed
192(3)
6.5.4 Determining Analysis Flow Rate
195(1)
6.5.5 Calculate Density and Determine LOS
195(3)
6.6 Two-Lane Highways
198(12)
6.6.1 Base Conditions and Capacity
198(1)
6.6.2 Service Measures
199(1)
6.6.3 Determine Free-Flow Speed
200(1)
6.6.4 Determine Analysis Flow Rate
201(2)
6.6.5 Calculate Service Measures
203(4)
6.6.6 Determine LOS
207(3)
6.7 Design Traffic Volumes
210(9)
Chapter 7 Traffic Control and Analysis at Signalized Intersections
219(60)
7.1 Introduction
219(1)
7.2 Intersection and Signal Control Characteristics
220(8)
7.2.1 Actuated Control
223(3)
7.2.2 Signal Controller Operation
226(2)
7.3 Traffic Flow Fundamentals for Signalized Intersections
228(3)
7.4 Development of a Traffic Signal Phasing and Timing Plan
231(16)
7.4.1 Select Signal Phasing
232(3)
7.4.2 Establish Analysis Lane Groups
235(2)
7.4.3 Calculate Analysis Flow Rates and Adjusted Saturation Flow Rates
237(1)
7.4.4 Determine Critical Lane Groups and Total Cycle Lost Time
238(2)
7.4.5 Calculate Cycle Length
240(2)
7.4.6 Allocate Green Time
242(2)
7.4.7 Calculate Change and Clearance Intervals
244(2)
7.4.8 Check Pedestrian Crossing Time
246(1)
7.5 Analysis of Traffic at Signalized Intersections
247(32)
7.5.1 Signalized Intersection Analysis with D/D/l Queuing
248(7)
7.5.2 Signal Coordination
255(8)
7.5.3 Control Delay Calculation for Level of Service Analysis
263(5)
7.5.4 Level-of-Service Determination
268(11)
Chapter 8 Travel Demand and Traffic Forecasting
279(35)
8.1 Introduction
279(1)
8.2 Traveler Decisions
280(1)
8.3 Scope of the Travel Demand and Traffic Forecasting Problem
281(2)
8.4 Trip Generation
283(7)
8.4.1 Typical Trip Generation Models
285(3)
8.4.2 Trip Generation with Count Data Models
288(2)
8.5 Mode and Destination Choice
290(7)
8.5.1 Methodological Approach
290(1)
8.5.2 Logit Model Applications
291(6)
8.6 Highway Route Choice
297(12)
8.6.1 Highway Performance Functions
297(1)
8.6.2 User Equilibrium
298(6)
8.6.3 Mathematical Programming Approach to User Equilibrium
304(1)
8.6.4 System Optimization
305(4)
8.7 Traffic Forecasting in Practice
309(3)
8.8 The Traditional Four-Step Process
312(1)
8.9 The Current State of Travel Demand and Traffic Forecasting
313(1)
Appendix 8A Least Squares Estimation 314(2)
Appendix 8B Maximum-Likelihood Estimation 316(9)
Index 325