交通工程總論

出版時間:2010-9  出版社:人民交通出版社  作者:楊孝寬,賀玉龍 著  頁數(shù):219  字數(shù):350000  

前言

  20世紀70年代末發(fā)生在中國的經(jīng)濟改革和對外開放,促使交通行業(yè)得到迅猛發(fā)展,已經(jīng)成為中國經(jīng)濟的支柱之一。同時,城市化進程的發(fā)展也加速并刺激交通設施的全面提升,從而導致交通專業(yè)人員的大量需求?! ‰p語教學是教育部在20世紀90年代啟動的教學計劃,旨在有條件的學校和專業(yè)開設使用英語和中文兩種語言進行授課的課程。交通工程作為一門學科,是在20世紀70年代末介紹到中國大陸,北京工業(yè)大學在全國率先開設交通工程專業(yè),從此,交通工程專業(yè)如雨后春筍在全國許多高校設置。本教材經(jīng)過6年的精心準備和反復修改才得以出版,主要是為在我國高校開設交通工程雙語教學的本科生教學使用?! ≡摻滩牡某霭?,可以說是作者6年的雙語教學實踐以及近30年國內外學習和工作經(jīng)歷的結晶,通過精心總結前人的經(jīng)驗和成果后編撰成書,因此,該書的獨道之處在于它是根據(jù)交通工程專業(yè)本科生教學的要求量體裁衣定制的。該書共分為八章,涵蓋了交通工程的基礎理論和應用。本書的教學目標是為本科生奠定牢固的專業(yè)基礎,掌握交通工程基本技能并逐漸引導學生步入交通領域。本書適合本科生一個學期的教學量?! 槭怪袊鴮W生更好地理解和掌握書中的內容,作者在一些交通行業(yè)詞匯后面加注中文翻譯。盡管本書所介紹的內容是學科最為基礎的部分,然而,它仍可作為交通工程師和研究生的參考用書?! ∽髡呓璐藱C會向為該書出版作出貢獻的歷屆助教表示感謝,他們是:艾慶毅、曹靜、張雪、金冰峰、雷蕾和李玲潔。還要特別感激北京工業(yè)大學教務處趙一夫和蘭勁華老師,他們對雙語教學強有力的支持和幫助促成了本書的出版。  應當指出,作為雙語教學教材,本書仍處于探索階段,懇請各位讀者斧正。

內容概要

本書為高等學校雙語教學教材。全書共分8章,第1章簡要介紹了交通工程學的發(fā)展史以及定義、研究范圍和目標;第2章包含交通工程中常用的基本概念包括:機動性和可達性,道路分類,連續(xù)流和間斷流以及駕駛員和車輛的特性;第3章討論了流量、速度、密度以及三者之間的關系;第4章詳細介紹了地點速度、出行時間和延誤的特性;第5章講述了統(tǒng)計學在交通工程中的應用;第6章討論了道路通行能力,主要介紹了高速公路基本路段和雙車道通行能力的計算;第7章描述了交叉口設計的基本過程;第8
章介紹交通控制設備。
本書可作為高等院校交通工程、交通運輸、土木工程等專業(yè)本科生雙語教學用教材,也可供從事交通工程研究的專業(yè)技術人員參考。

作者簡介

楊孝寬:現(xiàn)任北京工業(yè)大學教授,2001年獲得美國南佛羅里達大學博士學位,從事交通工程領域工作近30年,2004年開始雙語課程教學。
賀玉龍:現(xiàn)任北京工業(yè)大學副教授,2003年獲得北京工業(yè)大學博士學位,1996年留校任教并于2007年開始從事雙語課程教學工作。

書籍目錄

Chapter 1  Introduction
1.1 Definition, scope and goal
1.2 Traffic system
1.3 Background of development of traffic engineering
1.4 Respoibility and liability ( professional ethics )
1.5 Traportation legislation
1.6 Characteristics of traffic engineering and challenges that
traffic enginee face
1.7 Explanation of some technical terms
1.8 References
Chapter 2 Basic Concepts and Components in Traffic Engineering
2.1 Mobility veus accessibility
2.2 Classification of roadways
2.3 Uninterrupted and interrupted flows
2.4 Perception-Reaction Time (PRT)
2.5 Visual acuity Static veus dynamic
2.6 Walking speed
2.7 Vehicle characteristics
2.8 Geometric characteristics of roadways
2.9 Traffic control devices
2.9.1 Traffic sig
2.9.2 Traffic markings
2.9.3 Traffic signals
Chapter 3 Volume, Deity & Speed Studies
3.1 Definition of volumes
3.2 Definition of speed
3.3 Deity
3.4 Relatiohip among volume, speed and deity
3.5 Derivation of flow-speed and flow-deity relatiohips
3.6 Finding capacity from basic speed-flow-deity curves
Chapter 4 Spot Speed, Travel Time, and Delay Studies
4.1 Spot speed studies
4.2 Travel time studies
4.3 Delay studies
Chapter 5 Statistics and Application in Traffic Engineering
5.1 Some basic concepts
5.2 Distribution of traffic flow
5.2.1 Poisson distribution
5.2.2 Binomial distribution
5.2.3 Exponential distribution
5.3 MIMI1 system-- queuing theory application
5.4 Chi-square (x2) goodness-of-fit test
Chapter 6 Highway Capacity Analysis
6.1 Capacity, level of service and other related concepts
6.1.1 Definition of capacity
6.1.2 Concept of level of service and measure of effectiveness
6.1.3 Other related concepts
6.1.4 Facto affecting capacity &LOS ( base conditio )
6.1.5 Facto affecting the free-flow speed
6.1.6 Samples for free-flow speed estimation
6.2 Two types of analysis
6.2.1 Steps for operational analysis
6.2.2 Example for operational analysis
6.2.3 Steps for design analysis
6.2.4 Example for design analysis
6.3 Capacity analysis for two-lane highway
6.3.1 Classification of two-lane highway
6.3.2 Capacity of two-lane highway
6.3.3 LOS for two-lane highway
6.3.4 FFS for two-lane highway
6.3.5 Operation analysis for two-lane highway
6.4 Capacity & LOS analysis for weaving, merging, and
diverging on freeways and multilane highways
6.4.1 Basic knowledge
6.4.2 Capacity of weaving area
6.4.3 Level of service criteria
6.4.4 Analysis of weaving areas
6.4.5 Analysis of merge and diverge areas
Chapter 7 Fundamentals of Inteection Design
7.1 Introduction to inteection control
7.1.1 Types of inteection
7.1.2 Hierarchy of at-grade inteection control
7.1.3 Capacity analysis of TWSC inteection
7.2 Basic principles and steps of inteection signalization
7.2.1 Terms and definitio
7.2.2 Saturation flow rate, lost times and capacity
7.2.3 The critical lane and time budget
7.2.4 Concept of left-turn and right-turn equivalence
7.2.5 Delay as a measure of effectiveness
7.3 Fundamentals of signal timing and design
7.3.1 Development of phase plan
7.3.2 Determination of vehicular signal paramete
7.3.3 Determination of pedestrian signal paramete
7.4 Computer software related to inteection signal timing
Chapter 8 Traffic Control Devices
8.1 Definition and categories of traffic control devices
8.2 Introduction of MUTCD
8.2.1 History and background of MUTCD
8.2.2 General principles of the MUTCD
8.2.3 Contents of the MUTCD
8.3 Traffic markings
8.3.1 Longitudinal markings
8.3.2 Travee markings
8.3.3 Object marke and delineato
8.3.4 Word and symbol markings
8.4 Traffic sig
8.4.1 Regulatory sig
8.4.2 Warning sig
8.4.3 Guide sig
8.5 Traffic signals
8.5.1 Characteristics of traffic signals
8.5.2 Traffic signals warranty
8.5.3 Pedestrian signals
8.5.4 Other traffic signals
Glossary
References

章節(jié)摘錄

  Besides, development of computer science and communication has improvedtraffic system.A good example is the introduction of Intelligent TransportationSystem(ITS, 智能交通系統(tǒng)),which brings transportation discipline into a newepoch~ In general Intelligent transportation system (ITS) refers to efforts to addinformation and communications technology to transportation infrastructure andvehicles in an effort to manage factors that typically are at odds (對立) with eachother, such as vehicles, loads, and routes to improve safety and reduce vehiclewear, travel times, and fuel consumption.  Sustainable transportation development (可持續(xù)交通發(fā)展) is a more recentconcept liking environmental, economic, and social use values with the constructionof traffic infrastructures. The ultimate goal is to identity the level of development thatcan be sustained without critical environmental damage, while meeting economicand social needs of present and future generations. Preservation of naturalresources and exploration of new energy become vital steps toward sustainabiiity.As a result environmental factors have been gradually involved in the development oftransportation~  Development of Traffic Engineering in China  Traffic engineering was introduced into China rather late, compared to othercountries. In 1980 traffic engineering course was first offered for undergraduatestudents at Beijing University of Technology in mainland China~ In the followingyears many colleges and universities opened this course either affiliated to CivilEngineering Department or under Transportation College. Nowadays, there aremore than 90 colleges and universities in China to offer traffic engineering programwith Master and Ph.D. degrees.

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