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Principles of Highway Engineering and Traffic Analysis 5th Revised edition [Hardback]

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(Purdue University), (University of Florida)
  • Formāts: Hardback, 352 pages, height x width x depth: 260x207x19 mm, weight: 815 g
  • Izdošanas datums: 27-Mar-2012
  • Izdevniecība: John Wiley & Sons Inc
  • ISBN-10: 1118120140
  • ISBN-13: 9781118120149
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Principles of Highway Engineering and Traffic Analysis 5th Revised editionPalielināt
  • Formāts: Hardback, 352 pages, height x width x depth: 260x207x19 mm, weight: 815 g
  • Izdošanas datums: 27-Mar-2012
  • Izdevniecība: John Wiley & Sons Inc
  • ISBN-10: 1118120140
  • ISBN-13: 9781118120149
Citas grāmatas par šo tēmu:
Permanent link: https://www.kriso.lv/db/9781118120149.html
Keywords:
The 5th edition of the Mannerings Principles of Highway Engineering and Traffic Analysis continues to offer a concise approach that covers all the necessary fundamental concepts. New features in this edition include updates and more consistency with the latest edition of the Highway Capacity Manual (HCM); the inclusion of sample FE exam questions, call-out of common mistakes; and added coverage on a qualitative description of the mechanistic approach-- The 5th edition of the Mannerings Principles of Highway Engineering and Traffic Analysis continues to offer a concise approach that covers all the necessary fundamental concepts. New features in this edition include updates and more consistency with the latest edition of the Highway Capacity Manual (HCM); the inclusion of sample FE exam questions, call-out of common mistakes; and added coverage on a qualitative description of the mechanistic approach.
Preface v
Chapter 1 Introduction to Highway Engineering and Traffic Analysis
1(8)
1.1 Introduction
1(1)
1.2 Highways and the Economy
1(2)
1.2.1 The Highway Economy
2(1)
1.2.2 Supply Chains
2(1)
1.2.3 Economic Development
2(1)
1.3 Highways, Energy, and the Environment
3(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(2)
1.6.1 Infrastructure Technologies
6(1)
1.6.2 Vehicle Technologies
7(1)
1.6.3 Traffic Control Technologies
7(1)
1.7 Scope of Study
8(1)
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(50)
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(12)
Chapter 4 Pavement Design
97(38)
4.1 Introduction
97(1)
4.2 Pavement Types
97(2)
4.2.1 Flexible Pavements
98(1)
4.2.2 Rigid Pavements
99(1)
4.3 Pavement System Design: Principles for Flexible Pavements
99(1)
4.4 Traditional AASHTO Flexible-Pavement Design Procedure
100(12)
4.4.1 Serviceability Concept
100(1)
4.4.2 Flexible-Pavement Design Equation
101(7)
4.4.3 Structural Number
108(4)
4.5 Pavement System Design: Principles for Rigid Pavements
112(1)
4.6 Traditional AASHTO Rigid-Pavement Design Procedure
112(14)
4.7 Measuring Pavement Quality and Performance
126(3)
4.7.1 International Roughness Index
126(1)
4.7.2 Friction Measurements
127(1)
4.7.3 Rut Depth
128(1)
4.7.4 Cracking
128(1)
4.7.5 Faulting
129(1)
4.7.6 Punchouts
129(1)
4.8 Mechanistic-Empirical Pavement Design
129(6)
Chapter 5 Fundamentals of Traffic Flow and Queuing Theory
135(40)
5.1 Introduction
135(1)
5.2 Traffic Stream Parameters
135(6)
5.2.1 Traffic Flow, Speed, and Density
136(5)
5.3 Basic Traffic Stream Models
141(5)
5.3.1 Speed-Density Model
141(2)
5.3.2 Flow-Density Model
143(1)
5.3.3 Speed-Flow Model
144(2)
5.4 Models of Traffic Flow
146(5)
5.4.1 Poisson Model
146(4)
5.4.2 Limitations of the Poisson Model
150(1)
5.5 Queuing Theory and Traffic Flow Analysis
151(14)
5.5.1 Dimensions of Queuing Models
151(1)
5.5.2 D/D/1 Queuing
152(7)
5.5.3 M/D/1 Queuing
159(2)
5.5.4 M/M/1 Queuing
161(1)
5.5.5 M/M/N Queuing
162(3)
5.6 Traffic Analysis at Highway Bottlenecks
165(10)
Chapter 6 Highway Capacity and Level-of-Service Analysis
175(50)
6.1 Introduction
175(1)
6.2 Level-of-Service Concept
176(3)
6.3 Level-of-Service Determination
179(1)
6.3.1 Base Conditions and Capacity
179(1)
6.3.2 Determining Free-Flow Speed
179(1)
6.3.3 Determining Analysis Flow Rate
180(1)
6.3.4 Calculating Service Measure(s) and Determining LOS
180(1)
6.4 Basic Freeway Segments
180(13)
6.4.1 Base Conditions and Capacity
181(1)
6.4.2 Service Measure
181(3)
6.4.3 Determining Free-Flow Speed
184(1)
6.4.4 Determining Analysis Flow Rate
185(5)
6.4.5 Calculating Density and Determining LOS
190(3)
6.5 Multilane Highways
193(9)
6.5.1 Base Conditions and Capacity
196(1)
6.5.2 Service Measure
196(1)
6.5.3 Determining Free-Flow Speed
196(3)
6.5.4 Determining Analysis Flow Rate
199(1)
6.5.5 Calculating Density and Determine LOS
199(3)
6.6 Two-Lane Highways
202(12)
6.6.1 Base Conditions and Capacity
202(1)
6.6.2 Service Measures
203(1)
6.6.3 Determine Free-Flow Speed
204(1)
6.6.4 Determine Analysis Flow Rate
205(2)
6.6.5 Calculating Service Measures
207(4)
6.6.6 Determining LOS
211(3)
6.7 Design Traffic Volumes
214(11)
Chapter 7 Traffic Control and Analysis at Signalized Intersections
225(60)
7.1 Introduction
225(1)
7.2 Intersection and Signal Control Characteristics
226(8)
7.2.1 Actuated Control
229(3)
7.2.2 Signal Controller Operation
232(2)
7.3 Traffic Flow Fundamentals for Signalized Intersections
234(3)
7.4 Development of a Traffic Signal Phasing and Timing Plan
237(16)
7.4.1 Select Signal Phasing
238(3)
7.4.2 Establish Analysis Lane Groups
241(2)
7.4.3 Calculate Analysis Flow Rates and Adjusted Saturation Flow Rates
243(1)
7.4.4 Determine Critical Lane Groups and Total Cycle Lost Time
244(2)
7.4.5 Calculate Cycle Length
246(2)
7.4.6 Allocate Green Time
248(2)
7.4.7 Calculate Change and Clearance Intervals
250(2)
7.4.8 Check Pedestrian Crossing Time
252(1)
7.5 Analysis of Traffic at Signalized Intersections
253(32)
7.5.1 Signalized Intersection Analysis with D/D/1 Queuing
254(7)
7.5.2 Signal Coordination
261(8)
7.5.3 Control Delay Calculation for Level of Service Analysis
269(5)
7.5.4 Level-of-Service Determination
274(11)
Chapter 8 Travel Demand and Traffic Forecasting
285(46)
8.1 Introduction
285(1)
8.2 Traveler Decisions
286(1)
8.3 Scope of the Travel Demand and Traffic Forecasting Problem
287(2)
8.4 Trip Generation
289(7)
8.4.1 Typical Trip Generation Models
291(3)
8.4.2 Trip Generation with Count Data Models
294(2)
8.5 Mode and Destination Choice
296(7)
8.5.1 Methodological Approach
296(1)
8.5.2 Logit Model Applications
297(6)
8.6 Highway Route Choice
303(12)
8.6.1 Highway Performance Functions
303(1)
8.6.2 User Equilibrium
304(6)
8.6.3 Mathematical Programming Approach to User Equilibrium
310(1)
8.6.4 System Optimization
311(4)
8.7 Traffic Forecasting in Practice
315(3)
8.8 The Traditional Four-Step Process
318(1)
8.9 The Current State of Travel Demand and Traffic Forecasting
319(12)
Appendix 8A Least Squares Estimation
320(2)
Appendix 8B Maximum-Likelihood Estimation
322(9)
Index 331