Download presentation
Presentation is loading. Please wait.
Published byJuliane Hochberg Modified over 6 years ago
1
Evan Roux, Theuns Lamprecht Tolplan (PTY) Ltd
APPLICATION OF STATED PREFERENCE CHOICE MODELS IN THE CITY OF JOHANNESBURG TRANSPORT DEMAND MODEL Evan Roux, Theuns Lamprecht Tolplan (PTY) Ltd
2
Content: Background COJ Transport demand model design SP surveys
Mode choice design Application of choice model in demand model Model validation Model outputs Conclusions
3
Background Study originated from: Acknowledgments:
City of Johannesburg Integrated Transport Network 2015 Required an updated transport demand model Significant focus on BRT services Acknowledgments: City of Johannesburg –Transport Department Prof Christo Venter – University of Pretoria (SP Surveys)
4
City of Johannesburg Largest city in South Africa
Situated in Gauteng province Covers an area of 1 645km2 Population of 4.4 million (2011)
5
COJ Transport Demand Model Design:
Household travel survey & other Productions & Attractions and Utilities Demand Matrix Private & Public Demand Matrices Trip Generation Trip Distribution Mode Split Route Assignment Productions & Attractions Demand Matrix Private & Public Demand Matrices Impedance (Skims)
6
COJ Transport Demand Model Design
7
SP surveys: Fieldwork: Entire survey on tablet computers
Pilots 1 & 2: June 2014 Main survey: July-August 2014 Total sample of 1208 respondents 30 fieldworkers mostly from communities Entire survey on tablet computers “Pivot design” using respondent’s actual trip experience as starting point Attempted to understand & model captivity Model estimation Mixed logit Included RP and SP in same model to improve validity
8
Survey Design Attribute Levels Mode constant (current mode)
Car, Gautrain, Taxi, Bus, BRT, Metrorail Number of transfers (PT only) No transfers; 1 transfer Travel cost -20%; current; +20% In-vehicle travel time Walk time to PT -50%; current; +50% Wait time for PT
9
Example: SP Experiment
10
Mode Choice Model Design
11
Mode Choice Model Design
Estimated coefficients AVAIL CARCAP & CHOOSERS PT CAPTIVES COEFFICIENT VARIABLE UNIT LI MI HI BUS BRT 0.0000 CAR 1.8990 -- GAUTR 2.5500 TAXI TRAIN COST Rands IN-VEH TIME Minutes WALK TIME START OF TRIP WAITING TIME SEAT AVAILABLE ON BRT* 1=Yes 0.0345 NO OF TRANSFERS Number
12
Logit Mode split model – E.g. Low income PUT captive users
𝑃𝑟𝑜𝑏𝑎𝑏𝑖𝑙𝑖𝑡𝑦 𝑜𝑓 𝑢𝑠𝑖𝑛𝑔 𝑚𝑜𝑑𝑒 𝑎= 𝑒 𝑈𝑡𝑖𝑙𝑖𝑡𝑦 𝑜𝑓 𝑚𝑜𝑑𝑒 𝑎 𝑒 𝑈𝑡𝑖𝑙𝑖𝑡𝑦 𝑜𝑓 𝑚𝑜𝑑𝑒 𝑎 + 𝑒 𝑈𝑡𝑖𝑙𝑖𝑡𝑦 𝑜𝑓 𝑚𝑜𝑑𝑒 𝑏 +𝑒 𝑈𝑡𝑖𝑙𝑖𝑡𝑦 𝑜𝑓 𝑚𝑜𝑑𝑒 𝑐 𝑈𝑡𝑖𝑙𝑖𝑡𝑦 𝑜𝑓 𝑚𝑜𝑑𝑒=𝐴𝑙𝑡𝑒𝑟𝑛𝑎𝑡𝑖𝑣𝑒 𝑠𝑝𝑒𝑠𝑖𝑓𝑖𝑐 𝑐𝑜𝑛𝑠𝑡𝑎𝑛𝑡+ 𝑇𝑟𝑎𝑣𝑒𝑙 𝐶𝑜𝑠𝑡𝑠 𝑟𝑎𝑛𝑑𝑠 × − 𝐼𝑛 𝑣𝑒ℎ𝑖𝑐𝑙𝑒 𝑡𝑖𝑚𝑒 𝑚𝑖𝑛𝑢𝑡𝑒𝑠 × − 𝑊𝑎𝑙𝑘 𝑡𝑖𝑚𝑒 𝑡𝑜 𝑠𝑡𝑎𝑟𝑡 𝑜𝑓 𝑡𝑟𝑖𝑝 𝑚𝑖𝑛𝑢𝑡𝑒𝑠 × − 𝑊𝑎𝑖𝑡𝑖𝑛𝑔 𝑡𝑖𝑚𝑒 𝑚𝑖𝑛𝑢𝑡𝑒𝑠 × − 𝑆𝑒𝑎𝑡 𝑎𝑣𝑖𝑎𝑙𝑎𝑏𝑙𝑒 𝑜𝑛 𝐵𝑅𝑇 ×0.345+𝑁𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑡𝑟𝑎𝑛𝑠𝑓𝑒𝑟𝑠×(− =𝐴𝑙𝑡𝑒𝑟𝑛𝑎𝑡𝑖𝑣𝑒 𝑠𝑝𝑒𝑠𝑖𝑓𝑖𝑐 𝑐𝑜𝑛𝑠𝑡𝑎𝑛𝑡+ 𝑇𝑟𝑎𝑣𝑒𝑙 𝐶𝑜𝑠𝑡𝑠 𝑟𝑎𝑛𝑑𝑠 × − 𝐼𝑛 𝑣𝑒ℎ𝑖𝑐𝑙𝑒 𝑡𝑖𝑚𝑒 𝑚𝑖𝑛𝑢𝑡𝑒𝑠 × − 𝑊𝑎𝑙𝑘 𝑡𝑖𝑚𝑒 𝑡𝑜 𝑠𝑡𝑎𝑟𝑡 𝑜𝑓 𝑡𝑟𝑖𝑝 𝑚𝑖𝑛𝑢𝑡𝑒𝑠 × − 𝑊𝑎𝑖𝑡𝑖𝑛𝑔 𝑡𝑖𝑚𝑒 𝑚𝑖𝑛𝑢𝑡𝑒𝑠 × − 𝑈𝑡𝑖𝑙𝑖𝑡𝑦 𝑜𝑓 𝑚𝑜𝑑𝑒=𝐴𝑙𝑡𝑒𝑟𝑛𝑎𝑡𝑖𝑣𝑒 𝑠𝑝𝑒𝑠𝑖𝑓𝑖𝑐 𝑐𝑜𝑛𝑠𝑡𝑎𝑛𝑡+ 𝑇𝑟𝑎𝑣𝑒𝑙 𝐶𝑜𝑠𝑡𝑠 𝑟𝑎𝑛𝑑𝑠 × − 𝐼𝑛 𝑣𝑒ℎ𝑖𝑐𝑙𝑒 𝑡𝑖𝑚𝑒 𝑚𝑖𝑛𝑢𝑡𝑒𝑠 × − 𝑊𝑎𝑙𝑘 𝑡𝑖𝑚𝑒 𝑡𝑜 𝑠𝑡𝑎𝑟𝑡 𝑜𝑓 𝑡𝑟𝑖𝑝 𝑚𝑖𝑛𝑢𝑡𝑒𝑠 × − 𝑊𝑎𝑖𝑡𝑖𝑛𝑔 𝑡𝑖𝑚𝑒 𝑚𝑖𝑛𝑢𝑡𝑒𝑠 × − 𝑆𝑒𝑎𝑡 𝑎𝑣𝑖𝑎𝑙𝑎𝑏𝑙𝑒 𝑜𝑛 𝐵𝑅𝑇 ×0.345+𝑁𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑡𝑟𝑎𝑛𝑠𝑓𝑒𝑟𝑠×(−0.0586 𝑆𝑡𝑎𝑛𝑑𝑎𝑟𝑑 𝑉𝐼𝑆𝑈𝑀 𝐷𝑒𝑚𝑎𝑛𝑑 𝑝𝑟𝑜𝑐𝑒𝑑𝑢𝑟𝑒
13
Alternative specific constants
Order of attractiveness of modes (based on constants from primary mode choice model), at identical cost and time attributes. Reflects perceptions of qualitative difference between modes as currently experienced.
14
Application of choice model in demand model
Trip Generation Model Trip Distribution Model Low income persons Home base work trips Home based education trips Home based shopping trips Home based other trips Non home based trips Medium income persons High income persons Stratified demand
15
Application of choice model in demand model
16
Application of choice model in demand model
Average proportion of captives applied in the transport model Income level Car captive (Lifestyle) PT captive Choosers (Availability) Total Low 9.5% 64.6% 9.9% 16.0% 100.0% Medium 12.6% 56.4% 10.5% 20.6% High 21.4% 37.8% 11.2% 29.6%
17
Application of choice model in demand model
Sum 5 low income distribution matrices Matrix value x % PUT captives for origin zone PUT captive mode split model Bus Taxi BRT Rail Gautrain Matrix value x % Choosers for origin zone & Matrix value x % Car alternative captives for origin zone Choosers and Car alternative mode split model Car Matrix value x % Car leisure captives Private vehicle matrix Assignment Matrices
18
Model validation Comparison between modelled and HTS modal shares Mode
CoJ Model Mode Split 2014 HTS Mode Split 2013 Private Car 45.2% BRT 3.0% 1.2% Bus 14.2% 8.0% Gautrain 0.6% 0.1% Taxi 29.2% 38.3% Metrorail 7.8% 4.8% Other 0% 2.4% TOTAL 100% Except for Gautrain, limited public transport census data on line level
19
Outputs used in the 2015 COJ ITN
PUT AM Peak Hour (1 hour) - Total Network Assignment
20
Outputs of hypothetical scenarios
Modelled mode split results of hypothetical scenarios Mode 2025 AM BRT Network (Reference) Increase BRT headway (3min to 10min) Increase existing GFIP tolls (100% increase) Increase in fuel price (20% increase) Improved Metrorail Perception (=Gautrain) Private Car 49.0% 49.5% 48.5% 46.3% 48.0% BRT 14.1% 11.9% 14.2% 14.8% 13.5% Bus 9.3% 9.8% 9.4% 8.8% Gautrain 1.6% 1.7% Taxi 20.3% 21.1% 20.5% 21.3% 19.6% Metrorail 5.8% 5.9% 6.1% 8.5% Total 100.0%
21
Conclusions VISUM already includes the functionality to use various types of mode choice models, but it is rarely used in SA. COJ model demonstrated the power of the interaction and cumulative effect of typical transport model variables (route choice, speeds, travel time, utilisation, capacity, etc.) and mode choice variables (time, cost, transfers, mode preferences, etc). COJ model still based on “main mode” demand matrices – scope to progress to multiple mode choices along a route based on perceived journey cost. Limited PUT census data on lines, stations and stops to property calibrate and validate the public transport model results on a mode level.
Similar presentations
© 2025 SlidePlayer.com Inc.
All rights reserved.