Pew.2657/Shanghai Report
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Program Book(EN)
TRANSPORTATION IN CHINA 2025: CONNECTING THE WORLD 中国交通 2025:联通世界 Transportation in China 2025: Connecting the World 1 CONTENTS The 19th COTA International Conference of Transportation Professionals Transportation in China 2025: Connecting the World Welcome Remarks ······································ 4 Organization Council ································· 8 Organizers ······················································ 13 Sponsors ·························································· 17 Instructions for Presenters ························ 19 Instructions for Session Chairs ················ 19 Program at a Glance ··································· 20 Program ··························································· 22 Poster Sessions ············································· 56 General Information ··································· 86 Conference Speakers & Organizers ······· 95 Pre- and Post-CICTP2019 Events ············ 196 • Welcome Remarks It is our great pleasure to welcome you all to the 19th COTA International Conference Welcome of Transportation Professionals (CICTP 2019) in Nanjing, China. The CICTP2019 is jointly Remarks organized by Chinese Overseas Transportation Association (COTA), Southeast University, and Jiaotong International Cooperation Service Center of Ministry of Transport. The CICTP annual conference series was established by COTA back in 2001 and in the past two decades benefited from support from the American Society of Civil Engineers (ASCE), Transportation Research Board (TRB), and many other -
Traffic Control Strategies for Congested Freeways and Work Zones
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/TX-08/0-5326-2 4. Title and Subtitle 5. Report Date TRAFFIC CONTROL STRATEGIES FOR CONGESTED FREEWAYS November 2007 AND WORK ZONES Published: October 2008 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Geza Pesti, Poonam Wiles, Ruey Long (Kelvin) Cheu, Praprut Songchitruksa, Report 0-5326-2 Jeff Shelton, and Scott Cooner 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) Texas Transportation Institute The Texas A&M University System 11. Contract or Grant No. College Station, Texas 77843-3135 Project 0-5326 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Texas Department of Transportation Technical Report: Research and Technology Implementation Office September 2005-August 2007 P. O. Box 5080 14. Sponsoring Agency Code Austin, Texas 78763-5080 15. Supplementary Notes Project performed in cooperation with the Texas Department of Transportation and the Federal Highway Administration. Project Title: Improved Techniques for Traffic Control for Freeways and Work Zones URL: http://tti.tamu.edu/documents/0-5326-2.pdf 16. Abstract The primary objective of the research was to identify and evaluate effective ways of improving traffic operations and safety on congested freeways. There was particular interest in finding condition-responsive traffic control solutions for the following problem areas: (1) end-of-queue warning, (2) work zones with lane closure, and (3) queue spillover at exit ramps. Available techniques considered by this research include combination of static and dynamic queue warning systems, dynamic merge control in advance of freeway lane closures, and various traffic control strategies, such as traffic diversion and ramp metering, to mitigate queue spillover at exit ramps. -
Impact of Highway Capacity and Induced Travel on Passenger Vehicle Use and Greenhouse Gas Emissions
Impact of Highway Capacity and Induced Travel on Passenger Vehicle Use and Greenhouse Gas Emissions Policy Brief Susan Handy, University of California, Davis Marlon G. Boarnet, University of Southern California September 30, 2014 Policy Brief: http://www.arb.ca.gov/cc/sb375/policies/hwycapacity/highway_capacity_brief.pdf Technical Background Document: http://www.arb.ca.gov/cc/sb375/policies/hwycapacity/highway_capacity_bkgd.pdf 9/30/2014 Policy Brief on the Impact of Highway Capacity and Induced Travel on Passenger Vehicle Use and Greenhouse Gas Emissions Susan Handy, University of California, Davis Marlon G. Boarnet, University of Southern California Policy Description Because stop-and-go traffic reduces fuel efficiency and increases greenhouse gas (GHG) emissions, strategies to reduce traffic congestion are sometimes proposed as effective ways to also reduce GHG emissions. Although transportation system management (TSM) strategies are one approach to alleviating traffic congestion,1 traffic congestion has traditionally been addressed through the expansion of roadway vehicle capacity, defined as the maximum possible number of vehicles passing a point on the roadway per hour. Capacity expansion can take the form of the construction of entirely new roadways, the addition of lanes to existing roadways, or the upgrade of existing highways to controlled-access freeways. One concern with this strategy is that the additional capacity may lead to additional vehicle travel. The basic economic principles of supply and demand explain this phenomenon: adding capacity decreases travel time, in effect lowering the “price” of driving; when prices go down, the quantity of driving goes up (Noland and Lem, 2002). An increase in vehicle miles traveled (VMT) attributable to increases in capacity is called “induced travel.” Any induced travel that occurs reduces the effectiveness of capacity expansion as a strategy for alleviating traffic congestion and offsets any reductions in GHG emissions that would result from reduced congestion. -
Increasing Highway Capacity Unlikely to Relieve Traffic Congestion
October 2015 Increasing Highway Capacity Unlikely to Relieve Traffic Congestion Susan Handy Department of Environmental Science and Policy Contact Information: University of California, Davis [email protected] Issue Reducing traffic congestion is often Increased roadway capacity induces proposed as a solution for improving fuel additional VMT in the short-run and even efficiency and reducing greenhouse gas more VMT in the long-run. A capacity (GHG) emissions. Traffic congestion has expansion of 10% is likely to increase VMT traditionally been addressed by adding by 3% to 6% in the short-run and 6% to additional roadway capacity via constructing 10% in the long-run. Increased capacity entirely new roadways, adding additional can lead to increased VMT in the short-run lanes to existing roadways, or upgrading in several ways: if people shift from other existing highways to controlled-access modes to driving, if drivers make longer freeways. Numerous studies have examined trips (by choosing longer routes and/or the effectiveness of this approach and more distant destinations), or if drivers 3,4,5 consistently show that adding capacity to make more frequent trips. Longer-term roadways fails to alleviate congestion for effects may also occur if households and long because it actually increases vehicle businesses move to more distant locations miles traveled (VMT). or if development patterns become more dispersed in response to the capacity An increase in VMT attributable to increases increase. One study concludes that the BRIEF in roadway -
8Th Metro World Summit 201317-18 April
30th Nov.Register to save before 8th Metro World $800 17-18 April Summit 2013 Shanghai, China Learning What Are The Series Speaker Operators Thinking About? Faculty Asia’s Premier Urban Rail Transit Conference, 8 Years Proven Track He Huawu Chief Engineer Record: A Comprehensive Understanding of the Planning, Ministry of Railways, PRC Operation and Construction of the Major Metro Projects. Li Guoyong Deputy Director-general of Conference Highlights: Department of Basic Industries National Development and + + + Reform Commission, PRC 15 30 50 Yu Guangyao Metro operators Industry speakers Networking hours President Shanghai Shentong Metro Corporation Ltd + ++ Zhang Shuren General Manager 80 100 One-on-One 300 Beijing Subway Corporation Metro projects meetings CXOs Zhang Xingyan Chairman Tianjin Metro Group Co., Ltd Tan Jibin Chairman Dalian Metro Pak Nin David Yam Head of International Business MTR C. C CHANG President Taoyuan Metro Corp. Sunder Jethwani Chief Executive Property Development Department, Delhi Metro Rail Corporation Ltd. Rachmadi Chief Engineering and Project Officer PT Mass Rapid Transit Jakarta Khoo Hean Siang Executive Vice President SMRT Train N. Sivasailam Managing Director Bangalore Metro Rail Corporation Ltd. Endorser Register Today! Contact us Via E: [email protected] T: +86 21 6840 7631 W: http://www.cdmc.org.cn/mws F: +86 21 6840 7633 8th Metro World Summit 2013 17-18 April | Shanghai, China China Urban Rail Plan 2012 Dear Colleagues, During the "12th Five-Year Plan" period (2011-2015), China's national railway operation of total mileage will increase from the current 91,000 km to 120,000 km. Among them, the domestic urban rail construction showing unprecedented hot situation, a new round of metro construction will gradually develop throughout the country. -
Congested Development: a Study of Traffic Delays
Congested Development A Study of Traffic Delays, Access, and Economic Activity in Metropolitan Los Angeles September 2015 A Report to the John Randolph and Dora Haynes Foundation Andrew Mondschein, PhD (University of Virginia) Taner Osman, PhD (UCLA) Brian D. Taylor, PhD (UCLA) Trevor Thomas (UCLA) Institute of Transportation Studies UCLA Luskin School of Public Affairs 3250 Public Affairs Building Los Angeles, CA 90095-1656 (310) 562-7356 [email protected] www.its.ucla.edu ii Executive Summary For years Los Angeles has been ranked among the most traffic congested metropolitan areas in the U.S., often the most congested. This past year the Texas Transportation Institute (TTI) ranked LA second only to Washington D.C. in the time drivers spend stuck in traffic. Such rankings are lists of shame, tagging places as unpleasant, economically inefficient, even dystopian. Indeed, the economic costs of chronic traffic congestion are widely accepted; the TTI estimated that traffic congestion cost the LA economy a staggering $13.3 billion in 2014 (Lomax et al., 2015). Such estimates are widely accepted by public officials and the media and are frequently used to justify major new transportation infrastructure investments. They are based on the premise that moving more slowly than free-flow speeds wastes time and fuel, and that these time and fuel costs multiplied over many travelers in large urban areas add up to billions of dollars in congestion costs. For example, a ten mile, ten minute suburb-to-suburb freeway commute to work at 60 miles per hour might occasion no congestion costs, while a two mile, ten minute drive to work on congested central city streets – a commute of the same time but shorter distance – would be estimated to cost a commuter more than 13 minutes (round trip) in congested time and fuel costs each day. -
Analysis of Historical Traffic Speeds in Chicago C
Analysis of Historical Traffic Speeds in Chicago C. Scott Smith, PhD AICP Assistant Director Chaddick Institute for Metropolitan Development DePaul University [email protected] 562-221-5107 (cell) 312-362-5770 (office) This analysis briefly summarizes geographic and temporal trends in arterial traffic speeds in Chicago. The analysis was carried out using traffic congestion data made available by the City of Chicago. The dataset reports traffic congestion or vehicle speeds by traffic region. Traffic regions are groupings of two or three adjacent community areas that are thought to have similar traffic conditions. The dataset summarizes average speeds for each traffic region over a five-year period beginning January 2013 through February 2018 (although seven months of data are missing for 2015). The speed data are logged as part of the City of Chicago Traffic Tracker program which estimates traffic congestion on Chicago’s arterial or non-freeway streets continuously via GPS traces received from Chicago Transit Authority (CTA) buses. Congestion by traffic region provides average speeds for all arterial street segments within a region. The data must be interpreted with some caution given that there can be considerable volatility in traffic segment speed due to a broad number of factors including frequent transit stops, crashes and construction. The city emphasizes that, “[s]peed on individual arterial segments can fluctuate from heavily congested to no congestion and back in a few minutes” although, when averaged over a 24-hour period, the estimates likely provide an adequate representation of actual traffic patterns. The dataset used for the following analysis has a total of 6,275,764 records, each of which includes information on bus counts, reads, average daily speeds and traffic region. -
Urban Traffic and Transport Data I Chi Ci I in Chinese Cities
Country Report: Urban Traffic and Transport data in Chinese Cit ies Dr. Guo Jifu Beijing Transportation Research Center Contents • Introduction • Data System • New TdTrends About the Country Urbanization rate in China, US and Japan • United states: urbanization rate increased from 10 % in 1840 to 73 % in 1970, taking 130 years USA • Japan: urbanization rate China increase d from 11. 7% in 1898 to Japan 72 % in 1970, taking 100 years • China:maybe less than 50 years 3 Urban Sprawl 北京 Beijing成都 Chengdu 年 2003年 2009年 1993 1980年 1994年 454km² 1180km² 1350km² 60km² 106km² 上海 Shangh ha i 广州GhGuangzhou 1991年 2003年 2008年 1505km² 2288km² About the Country The Sixth Census in 2010 By the end of 2010, there are 657 Baoding Beijing cities, total 666 million urban Shijiazhuang 保定市 北京市 10.16million 1119万人 1961万人 population in China 19.61million 石家庄市 11.19million Harbin 1016万人 10.64million 哈尔滨市 1064万人 The Sixth Census: Tianjin 12.94million 天津市 13 cities with a population of over 1294万人 10 million and Suzhou 10.47million 苏州市 303 cities with over 1million in Shanghai 1047万人 23.02million 2010 上海市 万人 2302 广州市 12. 70m illion Shenzhen 10.36million 1270万人 Jing-Jin-Ji, Yangtze Delta, Pearl Chengdu 深圳市Guangzhou 14.05 million 1036万人 Rive Delta, and Chengdu- 成都市 1405万人 Chongqing Chongqing city clusters have been 28. 85 million 重庆市 formed 2885万人 5 Motorization From 1985 to 2010, the average annual growth rate of national civilian vehicle is 13.7% and that of private car shows 24% Evolution of national civilian vehicles and private cars Private Car Total Vehicles -
The Research About Line 3 and Line 4 Run Independently Transformed of Shanghai Urban Rail Transit
International Journal of Business and Social Science Vol. 5 No. 1; January 2014 The Research about Line 3 and Line 4 run Independently Transformed of Shanghai Urban Rail Transit Aiqin Sun School of Management Shanghai University of Engineering Science Shanghai, China Zhigang Liu Vice-President of School of Urban Rail Transit Professor, Postdoctoral School of Urban Rail Transit Shanghai University of Engineering Science Shanghai, China Hua Hu Deputy Director of Rail Transport Operations Management Department Associate Professor, Doctor School of Urban Rail Transit Shanghai University of Engineering Science Shanghai, China Abstract As Shanghai rail network has been basically completed and its growth in passenger traffic, the situation about Line 3 and Line 4 collinear run has become a bottlenecks that constraint to improve overall network transport. This paper will be based on the analysis of the basic situation of Shanghai Rail Transit Network and Line 3 and Line 4 collinear running status, pointing out the drawbacks of Collinear run, which proposed the necessity and importance of the transformation to change the situation that Line 3 and Line 4 operate independently. And it will give the corresponding suggestions and measures. Key Words: Shanghai rail transit; Line 3; Line 4; run independently 1. The Status Quo of Development of Shanghai Rail Transit Network and Collinear Operation of Line3 and Line 4 1.1 Development of Shanghai Rail Transit Network With the rapid expansion of Shanghai urban rail transit network, the benefit of rail network passenger flow is increasingly prominent. The proportion of network passenger continues to rise, and enter the period of growing leaps and bounds with geometric growth. -
Los Angeles Transportation by the Numbers MEETING the REGION’S NEED for SAFE, SMOOTH and EFFICIENT MOBILITY
Los Angeles Transportation by the Numbers MEETING THE REGION’S NEED FOR SAFE, SMOOTH AND EFFICIENT MOBILITY AUGUST 2018 TRIPNET.ORG Founded in 1971, TRIP ® of Washington, DC, is a nonprofit organization that researches, evaluates and distributes economic and technical data on surface transportation issues. TRIP is sponsored by insurance companies, equipment manufacturers, distributors and suppliers; businesses involved in highway and transit engineering and construction; labor unions; and organizations concerned with efficient and safe surface transportation. LOS ANGELES AREA KEY TRANSPORTATION FACTS THE HIDDEN COSTS OF DEFICIENT ROADS Driving on Los Angeles area roads that are deteriorated, congested and that lack some desirable safety features costs the average driver $2,995 annually in the form of additional vehicle operating costs (VOC) as a result of driving on rough roads, the cost of lost time and wasted fuel due to congestion, and the financial cost of traffic crashes. California drivers lose a total of $61 billion each year as a result of driving on deficient roads. LOS ANGELES AREA ROADS PROVIDE A ROUGH RIDE Due to inadequate state and local funding, 79 percent of all major roads and highways in the Los Angeles area are in poor or mediocre condition. Fifty-seven percent of the area’s major urban roads are in poor condition and 22 percent are in mediocre condition. Eleven percent of Los Angeles area roads are in fair condition and ten percent are in good condition. Driving on rough roads costs the average driver in the Los Angeles area $921 annually in extra vehicle operating costs, including accelerated vehicle depreciation, additional vehicle repair costs, increased fuel consumption and increased tire wear. -
Control of Highway Access Frank M
Nebraska Law Review Volume 38 | Issue 2 Article 4 1959 Control of Highway Access Frank M. Covey Jr. Northwestern University Law School Follow this and additional works at: https://digitalcommons.unl.edu/nlr Recommended Citation Frank M. Covey Jr., Control of Highway Access, 38 Neb. L. Rev. 407 (1959) Available at: https://digitalcommons.unl.edu/nlr/vol38/iss2/4 This Article is brought to you for free and open access by the Law, College of at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Nebraska Law Review by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. CONTROL OF HIGHWAY ACCESS Frank M. Covey, Jr.* State control of both public and private access is fast becom- ing a maxim of modern highway programming. Such control is not only an important feature of the Interstate Highway Program, but of other state highway construction programs as well. Under such programs, authorized by statute, it is no longer possible for the adjacent landowner to maintain highway access from any part of his property; no longer does every cross-road join the highway. This concept of control and limitation of access involves many legal problems of importance to the attorney. In the following article, the author does much to explain the origin and nature of access control, laying important stress upon the legal methods and problems involved. The Editors. I. INTRODUCTION-THE NEED FOR ACCESS CONTROL On September 13, 1899, in New York City, the country's first motor vehicle fatality was recorded. On December 22, 1951, fifty- two years and three months later, the millionth motor vehicle traffic death occurred.' In 1955 alone, 38,300 persons were killed (318 in Nebraska); 1,350,000 were injured; and the economic loss ran to over $4,500,000,000.2 If the present death rate of 6.4 deaths per 100,000,000 miles of traffic continues, the two millionth traffic victim will die before 1976, twenty years after the one millionth. -
Evaluating the Traffic and Emissions Impacts of Congestion Pricing In
sustainability Article Evaluating the Traffic and Emissions Impacts of Congestion Pricing in New York City Amirhossein Baghestani 1,*, Mohammad Tayarani 2, Mahdieh Allahviranloo 1 and H. Oliver Gao 2 1 Department of Civil Engineering, The City College of New York—CUNY, New York, NY 10031, USA; [email protected] 2 School of Civil & Environmental Engineering, Cornell University, Ithaca, NY 14853, USA; [email protected] (M.T.); [email protected] (H.O.G.) * Correspondence: [email protected]; Tel.: +1-347-828-6676 Received: 15 March 2020; Accepted: 29 April 2020; Published: 1 May 2020 Abstract: Traffic congestion is a major challenge in metropolitan areas due to economic and negative health impacts. Several strategies have been tested all around the globe to relieve traffic congestion and minimize transportation externalities. Congestion pricing is among the most cited strategies with the potential to manage the travel demand. This study aims to investigate potential travel behavior changes in response to cordon pricing in Manhattan, New York. Several pricing schemes with variable cordon charging fees are designed and examined using an activity-based microsimulation travel demand model. The findings demonstrate a decreasing trend in the total number of trips interacting with the central business district (CBD) as the price goes up, except for intrazonal trips. We also analyze a set of other performance measures, such as Vehicle-Hours of Delay, Vehicle-Miles Traveled, and vehicle emissions. While the results show considerable growth in transit ridership (6%), single-occupant vehicles and taxis trips destined to the CBD reduced by 30% and 40%, respectively, under the $20 pricing scheme.