CIE4801 Transportation and spatial modelling Modal split
|
|
- Clement Thompson
- 5 years ago
- Views:
Transcription
1 CIE4801 Transportation and spatial modelling Modal split Rob van Nes, Transport & Planning Delft University of Technology Challenge the future
2 Content Nested logit part 2 Modelling component 3: Modal split Your comments/questions on Chapter 6 Practical issues 2
3 1. Comments/questions last lecture 3
4 Comments/questions Trip distribution Trip distribution models Growth factor Gravity model and Entropy model Choice modelling Iterative algorithm Singly, doubly and triply constrained Calibration methods Hyman, Poisson 4
5 Estimation of the distribution function Hyman s method Given: Cost matrix Production and atraction Mean trip length Assumed: Type of distribution function Estimated: Q i, X j and parameter distribution function Poisson model Given: Cost matrix (partial) observed OD-matrix Thus also known: (partial) production and attraction Totals per bin for the travel costs Estimated: Q i, X j and F k 5
6 Solution methods: overview Hyman s method 1. Set parameter α of the distribution function equal to 1/MTL 2. Determine values for f(c ij ) 3. Balance the matrix for the productions and attractions (i.e. apply gravity model) 4. Determine new estimate for α based on observed MTL and computed MTL and go to step 2 until convergence is achieved Poisson model 1. Set values for F k equal to 1 2. Balance the (partial) matrix for the (partial) production 3. Balance the (partial) matrix for the (partial) attraction 4. Balance the (partial) matrix for the totals per cost class (i.e. correction in iteration i for estimate of F k ) 5. Go to step 2 until convergence is achieved i observed totalk Fk = Õ j computed total j 6 k
7 Practical issues Distribution function and trip length distribution Intra-zonal trips External zones: through traffic All trips or single mode? 7
8 2. Nested logit part 2 8
9 Recall the example Car Transit Nests k Scale parameter β Car driver Carpool Bus Rail Alternatives i Scale parameter λ k P i e = å bv j e i bv j Pi () Pi ( kpk ) ( ) l V bv k ik k = = å l V e å jîk lîk e e e bv k jk l 9
10 Decomposition in two logits Split utility in two parts: variables describing attributes for nests (aggregate level): W k variables describing attributes within nest: Y j U = W + Y + e iîb i k i i k Probability alternative is product of probability of alternative within nest and probability of nest P = P P i ib B k k 10
11 Decomposition in two logits Resulting formulas P P I k = å l = 1 1 ln k Yj e l = å j Bk l Î k e ( W I ) b + k k ( ) Bk K b Wl+ Il ib e = å Î e l Y k k j j B k k i e l Y Probability of choosing a nest Probability of an alternative within a nest Utility of a nest Main concept is I k ³ max ( Y ) i, thus having alternatives can have benefits 11
12 Example route choice with 2 routes Travel time route 1 is 40 minutes, travel time route 2 varies Aggregated travel time Travel time route 2 Added value of having two alternatives TT Mean TT Min TT Logsum 12
13 Why is there an added value? Everyone opts for alt 1 Travellers opt for the alternative having the lowest travel time Everyone opts for alt 1 PU ( U) 1 = PU2 ( = U) Probability distribution of the perceived travel time Travel costs 13
14 Typical conditions for nested logit P k i e P = æ 1 l Y ln k j ö b ç Wk + e l Y l å jîb è k k ø ib k Bk å lk Yj æ 1 l Y ln l j ö e b Wl e j B K ç + j B k l Î Î å å è l l ø e l= 1 e Define the parameter b µ k = l It is required that µ k 1 If µ k =1 this expression collapses to the standard logit model If µ k 0, the nest is reduced to the alternative having the highest utility, i.e. the other alternatives in the nest have no additional value k 14
15 Example for P+R facility Car Origin Walk1 Train 40 min 5 min 25 min, 5 Walk2 5 min Walk 5 min Destination Parking: 4 See spreadsheet on Blackboard Analyse the spreadsheet and experiment with the values of β and λ 15
16 Other examples of nested models Logsum over routes in mode choice Logsum over modes in destination choice Dutch National Model considers nesting when modelling destination and mode choice (and tour generation) 16
17 Four stage model and logsums Trip generation Destination A Destination B Destination C Mode 1 Mode 2 Mode 1 Mode 2 Mode 1 Mode 2 Route I Route I Route II Route II 17
18 Nested logit: to conclude Nested logit modelling proved to be a powerful tool for travel behaviour modelling Limitations: an alternative can only be allocated to a specific nest Possible extensions: Cross-nested logit Generalised nested logit Network GEV (Generalised Extreme Value) 18
19 3. Mode choice: what s it about? 19
20 Introduction to modal split Zonal data Trip generation Trip frequency choice Transport networks Trip distribution Destination choice Travel resistances Modal split Mode choice Period of day Time choice Assignment Route choice Travel times network loads etc. 20
21 Modal split (Netherlands) Trips and trip kilometres for an average day Walk Bicycle Car driver Car passenger Bus Tram/metro Train Other 21
22 Topics to study sections What does this modelling component do? What s its output and what s its input? How does it fit in the framework? Do you agree with the influencing factors? For the trip maker, trip, and transport service Do you understand the modelling methods? Empirical curves Entropy based simultaneous distribution/modal split model For a method to solve it, see these slides! Choice model approach Nested logit model Are these models appropriate? 22
23 3.1.1 Modal split models Method 1: Empirical curves 23
24 Travel time ratio (VF) Ratio between travel time by public transport and by car: t VF = t PT car Data used: observed trips where PT might be attractive i.e. train service or express service available Public transport: Access and egress time to main PT mode, waiting time first stop, in-vehicle time of main PT mode, waiting time transfer Car: travel time based on fixed speeds per area and period of day, parking Basic version: Elaborate model: P e - pt 0.45 VF = VF 0.17 N t 0.23 F P = e pt N t =transfers, F=frequency 24
25 Travel time ratio (basic version) 100% 90% 80% 70% Percentage PT 60% 50% 40% 30% 20% 10% 0% Travel time ratio PT t = car t 25
26 3.1.2 Modal split models Method 2: Simultaneous distributionmodal split 26
27 Gravity model and distribution functions Using distribution functions per mode å å T = rq X F with F = f ( c ) = F ij i j ij ij v ijv ijv v v Note that this formula also holds per mode f T = rq X F = rq X f ( c ) = rq X f ( c ) = T ij i j ij i j v ijv i j v ijv ijv v v v bike å å å train car 10km 50km distance 27
28 Distribution functions per mode Car PT Bike 12 Distribution function Note that each mode has its own travel time! Travel time (min) 28
29 Example mode choice Zoetermeer - TU Delft Car: 30 min PT: 50 min Bike: 45 min Function values Car: 1.12 PT: 0.43 Bike: 0.04 Total: 1.59 Result Car: 71% PT: 27% Bike: 2% 29
30 Doubly constrained simultaneous distribution/modal split model T = ab PA F with F = f ( c ) ijv i j i j ijv ijv v ijv åå åå T = P and T = A ijv i ijv j j v i v zone 1 zone 2 zone 3 car PT car PT car PT S zone 1 Can be solved zone 2 in a similar way as the standard doubly constrained model zone 3 S 30
31 Simultaneous distribution/modal split model Most of the time, destination choice and mode choice are made simultaneously instead of sequentially. Combined choices (e.g. for going shopping): Take the train to the center of Amsterdam Take the bike to the center of Delft Take the car to the center of Rotterdam General gravity model for simultaneous trip distribution/modal split: T rq X F with F f c = =å ( ) ij i j ij ij ijv v Does simultaneous imply that you cannot compute it sequentially? 31
32 3.1.3 Modal split models Method 3: Choice modelling 32
33 Mode choice model j car share: P ij1 i all modes PT share: bike share: P ij 2 P ij3 P ijv bv e = å e w ijv bv ijw V = q + q X + q X + q X v v v v v v v ijv 0 1 ij1 2 ij 2 3 ij3 33
34 Mode choice model A B C A B C car train A 3 2 P B 2 C car train car CA = = P ijv V V car CA train CA V ijv e =, i.e. = 1 å Vijw e w e e + e 62% =- 0.6 c car CA = c train CA ( b ) car train 34
35 Derivation nested distribution-modal split model c ik k c ik k i c ijv j i c ij j ( ) P w ij = exp å v exp Probability of choosing alternative j? Let s first look at the mode choice for j (-bmcijw ) (-bmcijv ) Translate attractiveness of all alternatives back into costs Attractiveness of alternative w Attractiveness of all alternatives Þ c 1 ij =- b ln exp( -bmcijv ) m å v 35
36 Derivation nested distribution-modal split model c ik k c ik k i c ijv j i c ij j ( ) P j = Probability of choosing alternative j : æ æ öö expç bd ç å( qa X ja ) -cij è è a øø æ æ öö æ æ öö expç bd ç å( qa X ja ) - cij + åexpç bd ç å( qa Xka ) -cik è è a øø k¹ j è è a øø c 1 ij =-b ln exp( -bmc b ijv ) Note: d µ m å 1 b = v m 36
37 Difference simultaneous distribution model and nested logit model? Assume exponential deterrence functions: v cijv ( ijv ) = F c e b - For trip distribution you use: For nested logit you use: ij v ijv v cijv ( ) å F = F c = e b - With F d being an exponential function as well: å æ-1 æ c ln ijv Fij Fd e b - öö = ç b ç å è è v øø -1 æ b - ö bd - ln e b -c ö ijv b ç å è v ø c ijv æ-1 æ ö Fij = Fd ç ln e = e b ç å è è v øø bd æ b b - c d ln e ijv ö æ b ç å ö b ç è v ø æ b -c ö ç å è v ø ijv = e = ç e è ø Thus only similar if scale parameters are identical v 37
38 3.2 Practical topics 38
39 Practical topics Role of constraints: Car ownership Car passenger Parking What comes first: destination choice or mode choice? Multimodality 39
40 Car ownership How is that accounted for so far? Implicit Mode specific constant Distribution functions Explicit approach Split demand matrix in matrix for people having a car and people not having a car available and apply appropriate functions 40
41 Car passenger Why is this relevant? Simple approach Exogenous car occupancy rate per trip purpose Comprehensive approach Car passenger and car driver as separate modes Problem in both cases? No guarantee for consistency in trip patterns car driver and car passenger 41
42 Parking Would you include it, and if so, how? How would you do it in case of tours? How would you do it in case of trips? What about morning and evening peak? Assign half of parking costs to a trip (origin and destination)? 42
43 What comes first: trip distribution or mode choice? What is the order we discussed so far? Swiss model: Mode preferences appear to be pretty strong 43
44 Multimodality? Approach so far: clear split between car, public transport (and slow modes) Special case: separate modes for train and BTM 80% of train travellers use other modes for access and/or egress Bus/tram/metro, but also bike and car So where do we find the cyclist to the station? 44
45 Multimodal trips car network public transport network origin pedestrian network destination 45
46 Simultaneous route/mode choice car super network train bus bike 46
47 Alternative model structures Production/attraction Production/attraction Production/attraction Distribution Distribution Distribution Modal split Modal split Modal split Assignment Assignment Assignment 47
CIV3703 Transport Engineering. Module 2 Transport Modelling
CIV3703 Transport Engineering Module Transport Modelling Objectives Upon successful completion of this module you should be able to: carry out trip generation calculations using linear regression and category
More informationTrip Distribution Modeling Milos N. Mladenovic Assistant Professor Department of Built Environment
Trip Distribution Modeling Milos N. Mladenovic Assistant Professor Department of Built Environment 25.04.2017 Course Outline Forecasting overview and data management Trip generation modeling Trip distribution
More informationSummary. Purpose of the project
Summary Further development of the market potential model for Oslo and Akershus (MPM23 V2.0) TØI Report 1596/2017 Authors: Stefan Flügel and Guri Natalie Jordbakke Oslo 2017 37 pages Norwegian language
More informationAssessing Transit Oriented Development Strategies with a New Combined Modal Split and Traffic Assignment Model
Assessing Transit Oriented Developent Strategies with a New Cobined Modal Split and Traffic Assignent Model Guangchao Wang, Ph.D. Anthony Chen, Ph.D. Ziqi Song, Ph.D. Songyot Kitthakesorn, Ph.D. Departent
More informationChapter 1. Trip Distribution. 1.1 Overview. 1.2 Definitions and notations Trip matrix
Chapter 1 Trip Distribution 1.1 Overview The decision to travel for a given purpose is called trip generation. These generated trips from each zone is then distributed to all other zones based on the choice
More informationFrom transport to accessibility: the new lease of life of an old concept
Paris 07 /01/ 2015 From transport to accessibility: the new lease of life of an old concept Pr. Yves Crozet Laboratory of Transport Economics (LET) University of Lyon (IEP) - France yves.crozet@let.ish-lyon.cnrs.fr
More informationTraffic Demand Forecast
Chapter 5 Traffic Demand Forecast One of the important objectives of traffic demand forecast in a transportation master plan study is to examine the concepts and policies in proposed plans by numerically
More informationTrip Distribution. Chapter Overview. 8.2 Definitions and notations. 8.3 Growth factor methods Generalized cost. 8.2.
Transportation System Engineering 8. Trip Distribution Chapter 8 Trip Distribution 8. Overview The decision to travel for a given purpose is called trip generation. These generated trips from each zone
More informationCalifornia Urban Infill Trip Generation Study. Jim Daisa, P.E.
California Urban Infill Trip Generation Study Jim Daisa, P.E. What We Did in the Study Develop trip generation rates for land uses in urban areas of California Establish a California urban land use trip
More informationURBAN TRANSPORTATION SYSTEM (ASSIGNMENT)
BRANCH : CIVIL ENGINEERING SEMESTER : 6th Assignment-1 CHAPTER-1 URBANIZATION 1. What is Urbanization? Explain by drawing Urbanization cycle. 2. What is urban agglomeration? 3. Explain Urban Class Groups.
More informationAnalysis and Design of Urban Transportation Network for Pyi Gyi Ta Gon Township PHOO PWINT ZAN 1, DR. NILAR AYE 2
www.semargroup.org, www.ijsetr.com ISSN 2319-8885 Vol.03,Issue.10 May-2014, Pages:2058-2063 Analysis and Design of Urban Transportation Network for Pyi Gyi Ta Gon Township PHOO PWINT ZAN 1, DR. NILAR AYE
More informationEstimating Transportation Demand, Part 2
Transportation Decision-making Principles of Project Evaluation and Programming Estimating Transportation Demand, Part 2 K. C. Sinha and S. Labi Purdue University School of Civil Engineering 1 Estimating
More informationExtracting mobility behavior from cell phone data DATA SIM Summer School 2013
Extracting mobility behavior from cell phone data DATA SIM Summer School 2013 PETER WIDHALM Mobility Department Dynamic Transportation Systems T +43(0) 50550-6655 F +43(0) 50550-6439 peter.widhalm@ait.ac.at
More information4. Methodology for the design and estimation of spatial interaction models and potential accessibility indicators
4. Methodology for the design and estimation of spatial interaction models and potential accessibility indicators In this chapter the methodology is described for analysing patterns of commuting and business
More informationINTRODUCTION TO TRANSPORTATION SYSTEMS
INTRODUCTION TO TRANSPORTATION SYSTEMS Lectures 5/6: Modeling/Equilibrium/Demand 1 OUTLINE 1. Conceptual view of TSA 2. Models: different roles and different types 3. Equilibrium 4. Demand Modeling References:
More informationAccessibility: an academic perspective
Accessibility: an academic perspective Karst Geurs, Associate Professor, Centre for Transport Studies, University of Twente, the Netherlands 28-2-2011 Presentatietitel: aanpassen via Beeld, Koptekst en
More informationمحاضرة رقم 4. UTransportation Planning. U1. Trip Distribution
UTransportation Planning U1. Trip Distribution Trip distribution is the second step in the four-step modeling process. It is intended to address the question of how many of the trips generated in the trip
More informationTRANSPORTATION MODELING
TRANSPORTATION MODELING Modeling Concept Model Tools and media to reflect and simple a measured reality. Types of Model Physical Model Map and Chart Model Statistics and mathematical Models MODEL? Physical
More informationTransit Time Shed Analyzing Accessibility to Employment and Services
Transit Time Shed Analyzing Accessibility to Employment and Services presented by Ammar Naji, Liz Thompson and Abdulnaser Arafat Shimberg Center for Housing Studies at the University of Florida www.shimberg.ufl.edu
More informationUrban Transportation planning Prof. Dr. V. Thamizh Arasan Department of Civil Engineering Indian Institute of Technology, Madras
Urban Transportation planning Prof. Dr. V. Thamizh Arasan Department of Civil Engineering Indian Institute of Technology, Madras Lecture No. # 26 Trip Distribution Analysis Contd. This is lecture twenty
More informationA Micro-Analysis of Accessibility and Travel Behavior of a Small Sized Indian City: A Case Study of Agartala
A Micro-Analysis of Accessibility and Travel Behavior of a Small Sized Indian City: A Case Study of Agartala Moumita Saha #1, ParthaPratim Sarkar #2,Joyanta Pal #3 #1 Ex-Post graduate student, Department
More informationTRANSPORT MODE CHOICE AND COMMUTING TO UNIVERSITY: A MULTINOMIAL APPROACH
TRANSPORT MODE CHOICE AND COMMUTING TO UNIVERSITY: A MULTINOMIAL APPROACH Daniele Grechi grechi.daniele@uninsubria.it Elena Maggi elena.maggi@uninsubria.it Daniele Crotti daniele.crotti@uninsubria.it SIET
More informationForecasts from the Strategy Planning Model
Forecasts from the Strategy Planning Model Appendix A A12.1 As reported in Chapter 4, we used the Greater Manchester Strategy Planning Model (SPM) to test our long-term transport strategy. A12.2 The origins
More informationPublic Transport Versus Private Car: GIS-Based Estimation of Accessibility Applied to the Tel Aviv Metropolitan Area
Public Transport Versus Private Car: GIS-Based Estimation of Accessibility Applied to the Tel Aviv Metropolitan Area Itzhak Benenson 1, Karel Martens 3, Yodan Rofe 2, Ariela Kwartler 1 1 Dept of Geography
More informationNetwork Equilibrium Models: Varied and Ambitious
Network Equilibrium Models: Varied and Ambitious Michael Florian Center for Research on Transportation University of Montreal INFORMS, November 2005 1 The applications of network equilibrium models are
More informationThe Tyndall Cities Integrated Assessment Framework
The Tyndall Cities Integrated Assessment Framework Alistair Ford 1, Stuart Barr 1, Richard Dawson 1, Jim Hall 2, Michael Batty 3 1 School of Civil Engineering & Geosciences and Centre for Earth Systems
More informationData Collection. Lecture Notes in Transportation Systems Engineering. Prof. Tom V. Mathew. 1 Overview 1
Data Collection Lecture Notes in Transportation Systems Engineering Prof. Tom V. Mathew Contents 1 Overview 1 2 Survey design 2 2.1 Information needed................................. 2 2.2 Study area.....................................
More informationTypical information required from the data collection can be grouped into four categories, enumerated as below.
Chapter 6 Data Collection 6.1 Overview The four-stage modeling, an important tool for forecasting future demand and performance of a transportation system, was developed for evaluating large-scale infrastructure
More informationCharacterizing Travel Time Reliability and Passenger Path Choice in a Metro Network
Characterizing Travel Time Reliability and Passenger Path Choice in a Metro Network Lijun SUN Future Cities Laboratory, Singapore-ETH Centre lijun.sun@ivt.baug.ethz.ch National University of Singapore
More informationF O R SOCI AL WORK RESE ARCH
7 TH EUROPE AN CONFERENCE F O R SOCI AL WORK RESE ARCH C h a l l e n g e s i n s o c i a l w o r k r e s e a r c h c o n f l i c t s, b a r r i e r s a n d p o s s i b i l i t i e s i n r e l a t i o n
More informationAssessing the Employment Agglomeration and Social Accessibility Impacts of High Speed Rail in Eastern Australia: Sydney-Canberra-Melbourne Corridor
Assessing the Employment Agglomeration and Social Accessibility Impacts of High Speed Rail in Eastern Australia: Sydney-Canberra-Melbourne Corridor Professor David A. Hensher FASSA Founding Director Institute
More informationINCORPORATING URBAN DESIGN VARIABLES IN METROPOLITAN PLANNING ORGANIZATIONS TRAVEL DEMAND MODELS
INCORPORATING URBAN DESIGN VARIABLES IN METROPOLITAN PLANNING ORGANIZATIONS TRAVEL DEMAND MODELS RONALD EASH Chicago Area Transportation Study 300 West Adams Street Chicago, Illinois 60606 Metropolitan
More informationI. M. Schoeman North West University, South Africa. Abstract
Urban Transport XX 607 Land use and transportation integration within the greater area of the North West University (Potchefstroom Campus), South Africa: problems, prospects and solutions I. M. Schoeman
More informationCalibration of a metro-specific trip distribution model with smart card data
Calibration of a metro-specific trip distribution model with smart card data Jan-Dirk Schmöcker, Saeed Maadi and Masahiro Tominaga Department of Urban Management Kyoto University, Japan PT Fares Public
More informationTowards a Co-ordinated Planning of Infrastructure and Urbanization
Towards a Co-ordinated Planning of Infrastructure and Urbanization Problems, Solutions and Conditions for Success in the current Dutch Policy and Planning Practice Content of presentation Content of presentation
More informationAccessibility: introduction, perspectives and applications. Prof. dr. Karst Geurs Center for Transport Studies, University of Twente, the Netherlands
Accessibility: introduction, perspectives and applications Prof. dr. Karst Geurs Center for Transport Studies, University of Twente, the Netherlands Contents 1. Different perspectives to measuring accessibility
More informationOPTIMISING SETTLEMENT LOCATIONS: LAND-USE/TRANSPORT MODELLING IN CAPE TOWN
OPTIMISING SETTLEMENT LOCATIONS: LAND-USE/TRANSPORT MODELLING IN CAPE TOWN Molai, L. and Vanderschuren, M.J.W.A. Civil Engineering, Faculty of Engineering and the Built Environment, University of Cape
More informationCIE4801 Transportation and spatial modelling Land-use and transport interaction models (TIGRIS) and choice modelling (+reprise)
CIE4801 Transportation and spatial modelling Land-use and transport interaction models (TIGRIS) and choice modelling (+reprise) Rob van Nes, Transport & Planning 31-08-18 Delft University of Technology
More informationEXPLORING THE IMPACTS OF PUBLIC TRANSPORT ORIENTED LAND USE POLICIES, A CASE STUDY FOR THE ROTTERDAM AND THE HAGUE AREA
EXPLORING THE IMPACTS OF PUBLIC TRANSPORT ORIENTED LAND USE POLICIES, A CASE STUDY FOR THE ROTTERDAM AND THE HAGUE AREA Barry Zondag Significance zondag@significance.nl Eric Molenwijk Rijkswaterstaat -WVL
More informationTransit Modeling Update. Trip Distribution Review and Recommended Model Development Guidance
Transit Modeling Update Trip Distribution Review and Recommended Model Development Guidance Contents 1 Introduction... 2 2 FSUTMS Trip Distribution Review... 2 3 Proposed Trip Distribution Approach...
More informationA Framework for Dynamic O-D Matrices for Multimodal transportation: an Agent-Based Model approach
A Framework for Dynamic O-D Matrices for Multimodal transportation: an Agent-Based Model approach Nuno Monteiro - FEP, Portugal - 120414020@fep.up.pt Rosaldo Rossetti - FEUP, Portugal - rossetti@fe.up.pt
More informationMarch 31, diversity. density. 4 D Model Development. submitted to: design. submitted by: destination
March 31, 2010 diversity density 4 D Model Development submitted to: design submitted by: destination 4 D Model Development Team SANDAG: Mike Calandra Rick Curry Rob Rundle Parsons Brinckerhoff: Bill Davidson
More informationA MODEL OF TRAVEL ROUTE CHOICE FOR COMMUTERS
131 PROC. OF JSCE, No. 209, JAN. 1973 A MODEL OF TRAVEL ROUTE CHOICE FOR COMMUTERS By Shogo KAWAKAMI* ABSTRACT The factors affecting the route choice of commuters who utilize the public transportation
More informationA/Prof. Mark Zuidgeest ACCESSIBILITY EFFECTS OF RELOCATION AND HOUSING PROJECT FOR THE URBAN POOR IN AHMEDABAD, INDIA
A/Prof. Mark Zuidgeest ACCESSIBILITY EFFECTS OF RELOCATION AND HOUSING PROJECT FOR THE URBAN POOR IN AHMEDABAD, INDIA South African Cities Network/University of Pretoria, 09 April 2018 MOBILITY Ability
More informationLecture 1. Behavioral Models Multinomial Logit: Power and limitations. Cinzia Cirillo
Lecture 1 Behavioral Models Multinomial Logit: Power and limitations Cinzia Cirillo 1 Overview 1. Choice Probabilities 2. Power and Limitations of Logit 1. Taste variation 2. Substitution patterns 3. Repeated
More informationFigure 8.2a Variation of suburban character, transit access and pedestrian accessibility by TAZ label in the study area
Figure 8.2a Variation of suburban character, transit access and pedestrian accessibility by TAZ label in the study area Figure 8.2b Variation of suburban character, commercial residential balance and mix
More informationLand-Use and Transport: a Review and Discussion of Dutch Research
Land-Use and Transport: a Review and Discussion of Dutch Research Bert van Wee*and Kees Maat ** *Faculty of Technology, Policy and Management Delft University of Technology Delft The Netherlands g.p.vanwee@tbm.tudelft.nl
More informationChanges in the Spatial Distribution of Mobile Source Emissions due to the Interactions between Land-use and Regional Transportation Systems
Changes in the Spatial Distribution of Mobile Source Emissions due to the Interactions between Land-use and Regional Transportation Systems A Framework for Analysis Urban Transportation Center University
More informationprobability of k samples out of J fall in R.
Nonparametric Techniques for Density Estimation (DHS Ch. 4) n Introduction n Estimation Procedure n Parzen Window Estimation n Parzen Window Example n K n -Nearest Neighbor Estimation Introduction Suppose
More informationTransportation Theory and Applications
Fall 2017 - MTAT.08.043 Transportation Theory and Applications Lecture IV: Trip distribution A. Hadachi outline Our objective Introducing two main methods for trip generation objective Trip generation
More informationROUNDTABLE ON SOCIAL IMPACTS OF TIME AND SPACE-BASED ROAD PRICING Luis Martinez (with Olga Petrik, Francisco Furtado and Jari Kaupilla)
ROUNDTABLE ON SOCIAL IMPACTS OF TIME AND SPACE-BASED ROAD PRICING Luis Martinez (with Olga Petrik, Francisco Furtado and Jari Kaupilla) AUCKLAND, NOVEMBER, 2017 Objective and approach (I) Create a detailed
More informationPLANNING FOR TOD IN SMART CITIES
PLANNING FOR TOD IN SMART CITIES Making transit a preferred choice, not the only choice! Dr. Yamini J. Singh*, Dr. Johannes Flacke^ and Prof. M.F.A.M. van Maarseveen^ * Founder Director, Planit, The Netherlands
More informationUNIQUE FJORDS AND THE ROYAL CAPITALS UNIQUE FJORDS & THE NORTH CAPE & UNIQUE NORTHERN CAPITALS
Q J j,. Y j, q.. Q J & j,. & x x. Q x q. ø. 2019 :. q - j Q J & 11 Y j,.. j,, q j q. : 10 x. 3 x - 1..,,. 1-10 ( ). / 2-10. : 02-06.19-12.06.19 23.06.19-03.07.19 30.06.19-10.07.19 07.07.19-17.07.19 14.07.19-24.07.19
More informationKinematics, Distance-Time & Speed-Time Graphs
Kinematics, Distance-Time & -Time Graphs Question Paper 3 Level IGCSE Subject Maths (58) Exam Board Cambridge International Examinations (CIE) Paper Type Extended Topic Algebra and graphs Sub-Topic Kinematics,
More informationBehavioural Analysis of Out Going Trip Makers of Sabarkantha Region, Gujarat, India
Behavioural Analysis of Out Going Trip Makers of Sabarkantha Region, Gujarat, India C. P. Prajapati M.E.Student Civil Engineering Department Tatva Institute of Technological Studies Modasa, Gujarat, India
More informationChao Liu, Ting Ma, and Sevgi Erdogan National Center for Smart Growth Research & Education (NCSG) University of Maryland, College Park
Chao Liu, Ting Ma, and Sevgi Erdogan National Center for Smart Growth Research & Education (NCSG) University of Maryland, College Park 2015 GIS in Transit, September 1-3, 2015 Shared-use Vehicle Services
More informationActivity path size for correlation between activity paths
Workshop in Discrete Choice Models Activity path size for correlation between activity paths Antonin Danalet, Michel Bierlaire EPFL, Lausanne, Switzerland May 29, 2015 Outline Motivation: Activity-based
More informationA path choice approach to ac,vity modeling with a pedestrian case study
A path choice approach to ac,vity modeling with a pedestrian case study Antonin Danalet Sta,s,que, transport et ac,vités, Grenoble November 5, 2013 Presenta,on outline Motivation: Why pedestrian activities?
More information30 June ** Eindhoven University of Technology. *** University of Cambridge and University of Utrecht
Spatial and welfare effects of automated driving: will cities grow, decline or both? 1 George Gelauff *, Ioulia Ossokina **, Coen Teulings *** * KIM Netherlands Institute for Transport Policy Analysis
More informationA Joint Tour-Based Model of Vehicle Type Choice and Tour Length
A Joint Tour-Based Model of Vehicle Type Choice and Tour Length Ram M. Pendyala School of Sustainable Engineering & the Built Environment Arizona State University Tempe, AZ Northwestern University, Evanston,
More informationThe Model Research of Urban Land Planning and Traffic Integration. Lang Wang
International Conference on Materials, Environmental and Biological Engineering (MEBE 2015) The Model Research of Urban Land Planning and Traffic Integration Lang Wang Zhejiang Gongshang University, Hangzhou
More informationPart 1: Measures of accessibility
Part 1: Measures of accessibility 1. INTRODUCTION Accessibility is a term often used in transport and land-use planning, and is generally understood to mean approximately ease of reaching'. However, the
More informationTomás Eiró Luis Miguel Martínez José Manuel Viegas
Acknowledgm ents Tomás Eiró Luis Miguel Martínez José Manuel Viegas Instituto Superior Técnico, Lisboa WSTLUR 2011 Whistler, 29 July 2011 Introduction Background q Spatial interactions models are a key
More informationHELLA AGLAIA MOBILE VISION GMBH
HELLA AGLAIA MOBILE VISION GMBH DRIVING SOFTWARE INNOVATION H E L L A A g l a i a M o b i l e V i s i o n G m b H I C o m p a n y P r e s e n t a t i o n I D e l h i, A u g u s t 2 0 1 7 11 Hella Aglaia
More informationCE351 Transportation Systems: Planning and Design
CE351 Transportation Systems: Planning and Design TOPIC: Level of Service (LOS) at Traffic Signals 1 Course Outline Introduction to Transportation Highway Users and their Performance Geometric Design Pavement
More informationTraffic Flow Theory and Simulation
Traffic Flow Theory and Simulation V.L. Knoop Lecture 2 Arrival patterns and cumulative curves Arrival patterns From microscopic to macroscopic 24-3-2014 Delft University of Technology Challenge the future
More informationCOMBINATION OF MACROSCOPIC AND MICROSCOPIC TRANSPORT SIMULATION MODELS: USE CASE IN CYPRUS
International Journal for Traffic and Transport Engineering, 2014, 4(2): 220-233 DOI: http://dx.doi.org/10.7708/ijtte.2014.4(2).08 UDC: 656:519.87(564.3) COMBINATION OF MACROSCOPIC AND MICROSCOPIC TRANSPORT
More informationRoute choice models: Introduction and recent developments
Route choice models: Introduction and recent developments Michel Bierlaire transp-or.epfl.ch Transport and Mobility Laboratory, EPFL Route choice models: Introduction and recent developments p.1/40 Route
More informationModeling Mode in a Statewide Context
Modeling Mode in a Statewide Context CDM Smith ADOT Transportation Planning Applications Conference May 6, 2013 Presentation Overview Development Team AZTDM3 Overview AZTDM3 Modes of Travel Transit Abstraction
More informationCTR Employer Survey Report
CTR Employer Survey Report Thank you for completing your Commute Trip Reduction survey. This report contains the survey results. Employer Id : E10983 Employer : WA State Dept. of Enterprise Services Worksite
More informationDevelopment of modal split modeling for Chennai
IJMTES International Journal of Modern Trends in Engineering and Science ISSN: 8- Development of modal split modeling for Chennai Mr.S.Loganayagan Dr.G.Umadevi (Department of Civil Engineering, Bannari
More informationSP Experimental Designs - Theoretical Background and Case Study
SP Experimental Designs - Theoretical Background and Case Study Basil Schmid IVT ETH Zurich Measurement and Modeling FS2016 Outline 1. Introduction 2. Orthogonal and fractional factorial designs 3. Efficient
More informationA Simplified Travel Demand Modeling Framework: in the Context of a Developing Country City
A Simplified Travel Demand Modeling Framework: in the Context of a Developing Country City Samiul Hasan Ph.D. student, Department of Civil and Environmental Engineering, Massachusetts Institute of Technology,
More informationANALYSIS OF CAR BEHAVIOR IN MATSUYAMA CITY
ANALYSIS OF CAR BEHAVIOR IN MATSUYAMA CITY (USING PROBE PERSON DATA) TEAM G 16-Sep 2018 T h e U n i v e r s i t y o f To k yo, Jap a n & T h e U n i v e r s i t y o f C e n t r a l P u n j a b, L a h o
More informationThe design of Demand-Adaptive public transportation Systems: Meta-Schedules
The design of Demand-Adaptive public transportation Systems: Meta-Schedules Gabriel Teodor Crainic Fausto Errico ESG, UQAM and CIRRELT, Montreal Federico Malucelli DEI, Politecnico di Milano Maddalena
More informationT i t l e o f t h e w o r k : L a M a r e a Y o k o h a m a. A r t i s t : M a r i a n o P e n s o t t i ( P l a y w r i g h t, D i r e c t o r )
v e r. E N G O u t l i n e T i t l e o f t h e w o r k : L a M a r e a Y o k o h a m a A r t i s t : M a r i a n o P e n s o t t i ( P l a y w r i g h t, D i r e c t o r ) C o n t e n t s : T h i s w o
More informationGIS Analysis of Crenshaw/LAX Line
PDD 631 Geographic Information Systems for Public Policy, Planning & Development GIS Analysis of Crenshaw/LAX Line Biying Zhao 6679361256 Professor Barry Waite and Bonnie Shrewsbury May 12 th, 2015 Introduction
More information2015 Grand Forks East Grand Forks TDM
GRAND FORKS EAST GRAND FORKS 2015 TRAVEL DEMAND MODEL UPDATE DRAFT REPORT To the Grand Forks East Grand Forks MPO October 2017 Diomo Motuba, PhD & Muhammad Asif Khan (PhD Candidate) Advanced Traffic Analysis
More informationIMPACT OF CONCENTRATION OF URBAN ACTIVITIES ON TRANSPORT; COMPARATIVE ANALYSIS BETWEEN DUTCH AND JAPANESE CITIES
IMPACT OF CONCENTRATION OF URBAN ACTIVITIES ON TRANSPORT; COMPARATIVE ANALYSIS BETWEEN DUTCH AND JAPANESE CITIES Cees D. van Goeverden Delft University of Technology, Transport and Planning Section Nobuaki
More informationAssessing spatial distribution and variability of destinations in inner-city Sydney from travel diary and smartphone location data
Assessing spatial distribution and variability of destinations in inner-city Sydney from travel diary and smartphone location data Richard B. Ellison 1, Adrian B. Ellison 1 and Stephen P. Greaves 1 1 Institute
More informationMapping Accessibility Over Time
Journal of Maps, 2006, 76-87 Mapping Accessibility Over Time AHMED EL-GENEIDY and DAVID LEVINSON University of Minnesota, 500 Pillsbury Drive S.E., Minneapolis, MN 55455, USA; geneidy@umn.edu (Received
More informationFunctions and Linear Functions Review
Class: Date: Functions and Linear Functions Review 1. Fill in the following diagram using the words: Function Rule, Equation, Input, Output, Domain, Range, X value, Y value, Indenpendent variable, and
More informationForeword. Vision and Strategy
GREATER MANCHESTER SPATIAL FRAMEWORK Friends of Walkden Station Consultation Response January 2017 Foreword Friends of Walkden Station are a group of dedicated volunteers seeking to raise the status and
More informationLand Use Transportation Interaction Models
Opening Lecture 2 September 4 th 2014 Land Use Transportation Interaction Models Michael Batty m.batty@ucl.ac.uk @michaelbatty http://www.complexcity.info/ http://www.spatialcomplexity.info/ Outline Preliminary
More informationSave My Exams! The Home of Revision For more awesome GCSE and A level resources, visit us at Motion.
For more awesome GSE and level resources, visit us at www.savemyexams.co.uk/ 1.2 Motion Question Paper Level IGSE Subject Physics (625) Exam oard Topic Sub Topic ooklet ambridge International Examinations(IE)
More informationTrue Smart and Green City? 8th Conference of the International Forum on Urbanism
,, doi:10.3390/ifou-. True Smart and Green City? 8th Conference of the International Forum on Urbanism Conference Proceedings Paper Comparable Measures of Accessibility to Public Transport by the General
More informationOn solving multi-type railway line planning problems
On solving multi-type railway line planning problems Jan-Willem Goossens Stan van Hoesel Leo Kroon February 13, 2004 Abstract An important strategic element in the planning process of a railway operator
More informationFINANCE & GRAPHS Questions
FINANCE & GRAPHS Questions Question 1 (Adapted from Feb / Mar 2012 P2, Question 2.1) The principal of the local school asked Lihle to take over the running of the school tuck shop. He wanted to show Lihle
More informationThe General Multimodal Network Equilibrium Problem with Elastic Balanced Demand
The General Multimodal Network Equilibrium Problem with Elastic Balanced Demand Natalia Shamray 1 Institution of Automation and Control Processes, 5, Radio st., Vladivostok, Russia, http://www.iacp.dvo.ru
More informationExisting road transport network of the National Capital Region was examined for the existing connectivity, mobility and accessibility in the study.
2 Road Network 2.1 Existing Road Network The existing transport network in National Capital Region is radial in nature. It comprises of expressways, national highways, state highways, major district and
More informationDecentralisation and its efficiency implications in suburban public transport
Decentralisation and its efficiency implications in suburban public transport Daniel Hörcher 1, Woubit Seifu 2, Bruno De Borger 2, and Daniel J. Graham 1 1 Imperial College London. South Kensington Campus,
More informationAPPENDIX IV MODELLING
APPENDIX IV MODELLING Kingston Transportation Master Plan Final Report, July 2004 Appendix IV: Modelling i TABLE OF CONTENTS Page 1.0 INTRODUCTION... 1 2.0 OBJECTIVE... 1 3.0 URBAN TRANSPORTATION MODELLING
More informationThe World Bank China Wuhan Second Urban Transport (P112838)
EAST ASIA AND PACIFIC China Transport Global Practice IBRD/IDA Specific Investment Loan FY 2010 Seq No: 7 ARCHIVED on 28-Jun-2015 ISR18605 Implementing Agencies: Wuhan Urban Construction Utilization of
More informationChapter 10. Discrete Data Analysis
Chapter 1. Discrete Data Analysis 1.1 Inferences on a Population Proportion 1. Comparing Two Population Proportions 1.3 Goodness of Fit Tests for One-Way Contingency Tables 1.4 Testing for Independence
More informationLecture 19: Common property resources
Lecture 19: Common property resources Economics 336 Economics 336 (Toronto) Lecture 19: Common property resources 1 / 19 Introduction Common property resource: A resource for which no agent has full property
More informationEncapsulating Urban Traffic Rhythms into Road Networks
Encapsulating Urban Traffic Rhythms into Road Networks Junjie Wang +, Dong Wei +, Kun He, Hang Gong, Pu Wang * School of Traffic and Transportation Engineering, Central South University, Changsha, Hunan,
More informationMethodology for incorporating modal choice behaviour in bottom-up energy system models
Methodology for incorporating modal choice behaviour in bottom-up energy system models ETSAP Meeting Madrid, 17-18/11/ Jacopo Tattini, DTU Management Kalai Ramea, UCDavis Maurizio Gargiulo, E4SMA Sonia
More informationA train begins a journey from a station and travels 60 km in a time of 20 minutes. The graph shows how the speed of each runner changes with time.
1 train begins a journey from a station and travels 6 km in a of 2 minutes. What is the average of the train? 3. m / s 5. m / s 5 m / s 6 m / s 2 Two runners take part in a race. The graph shows how the
More informationDomestic trade impacts of the expansion of the National Expressway Network in China
Domestic trade impacts of the expansion of the National Expressway Network in China Chris Bennett, Piet Buys, Wenling Chen, Uwe Deichmann and Aurelio Menendez World Bank EASTE & DECRG Draft June 26, 2007
More informationWhere to Find My Next Passenger?
Where to Find My Next Passenger? Jing Yuan 1 Yu Zheng 2 Liuhang Zhang 1 Guangzhong Sun 1 1 University of Science and Technology of China 2 Microsoft Research Asia September 19, 2011 Jing Yuan et al. (USTC,MSRA)
More information