Source: NHI course on Travel Demand Forecasting, Ch. 8 (152054A)

Slides:



Advertisements
Similar presentations
TRAVEL DEMAND FORECASTING FOR THE OLYMPIC GAMES ATHENS 2004 ATTIKO METRO S.A. Anna Anastasaki.
Advertisements

Lec 10, Ch.4, pp : Parking studies (objectives)
Surveying and Modeling Long Distance Trips Stacey Bricka, TTI Erik Sabina, DRCOG Catherine Durso, University of Denver Julie Paasche, PTV NuStats Presented.
What is the Model??? A Primer on Transportation Demand Forecasting Models Shawn Turner Theo Petritsch Keith Lovan Lisa Aultman-Hall.
SCAG Region Heavy Duty Truck Model Southern California Region Heavy Duty Truck Model.
1Chapter 9-4e Chapter 9. Volume Studies & Characteristics Understand that measured volumes may not be true demands if not careful in data collection and.
Lec 8, Ch4, pp :Volume Studies Know the definitions of typical volume study terms Know typical volume count methods (through reading) Be able to.
Chapter 4 1 Chapter 4. Modeling Transportation Demand and Supply 1.List the four steps of transportation demand analysis 2.List the four steps of travel.
Session 11: Model Calibration, Validation, and Reasonableness Checks
Sequential Demand Forecasting Models CTC-340. Travel Behavior 1. Decision to travel for a given purpose –People don’t travel without reason 2. The choice.
CE 2710 Transportation Engineering
Trip Generation Input: Socioeconomic Data Land Use Data Output:
Lec 10, TD Part 3: ch5.4.2 & H/O, pp : Trip Distribution Trip distribution: why is it needed? The Fratar Method (read, not covered in class; get.
GEOG 111/211A Transportation Planning UTPS (Review from last time) Urban Transportation Planning System –Also known as the Four - Step Process –A methodology.
Lec 26: Ch3.(T&LD): Traffic Analysis – Trip generation
Norman W. Garrick CTUP. Norman W. Garrick Transportation Forecasting What is it? Transportation Forecasting is used to estimate the number of travelers.
1 The Four-step Travel Model GEOG 111 & 211A – Fall 2004 October 14.
Interfacing Regional Model with Statewide Model to Improve Regional Commercial Vehicle Travel Forecasting Bing Mei, P.E. Joe Huegy, AICP Institute for.
GEOG 111/211A Transportation Planning Trip Distribution Additional suggested reading: Chapter 5 of Ortuzar & Willumsen, third edition November 2004.
Use of Truck GPS Data for Travel Model Improvements Talking Freight Seminar April 21, 2010.
Comparison of Cell, GPS, and Bluetooth Derived External Data Results from the 2014 Tyler, Texas Study 15 th TRB National Transportation Planning Conference.
COLLABORATE. INNOVATE. EDUCATE. What Smartphone Bicycle GPS Data Can Tell Us About Current Modeling Efforts Katie Kam, The University of Texas at Austin.
Transportation leadership you can trust. presented to presented by Cambridge Systematics, Inc. Development of a Truck Model for Memphis 2015 Transportation.
Milton-Madison Bi-State Travel Demand Model Rob Bostrom Planning Application Conference Houston, Texas May 19, 2009.
Lowry Model Pam Perlich URBPL 5/6020 University of Utah.
Source: NHI course on Travel Demand Forecasting (152054A) Session 10 Traffic (Trip) Assignment Trip Generation Trip Distribution Transit Estimation & Mode.
Transportation leadership you can trust. presented to presented by Cambridge Systematics, Inc. Development of a Hybrid Freight Model from Truck Travel.
Transport Modelling– An overview of the four modeling stages
Transit Estimation and Mode Split CE 451/551 Source: NHI course on Travel Demand Forecasting (152054A) Session 7.
Trip Generation Input: Output: Socioeconomic Data Land Use Data Trip Ends by trip purpose.
The Four-Step Travel Model
Travel Demand Forecasting: Trip Distribution CE331 Transportation Engineering.
Technical Session 4 – Model Development & Calibration 4.1 Calibration of the TRANS Model for the National Capital Region (Ottawa-Hull) Don Stephens P.
Transportation Planning, Transportation Demand Analysis Land Use-Transportation Interaction Transportation Planning Framework Transportation Demand Analysis.
Norman W. Garrick Transportation Forecasting What is it? Transportation Forecasting is used to estimate the number of travelers or vehicles that will use.
Integrated Travel Demand Model Challenges and Successes Tim Padgett, P.E., Kimley-Horn Scott Thomson, P.E., KYTC Saleem Salameh, Ph.D., P.E., KYOVA IPC.
Transportation Engineering (CIVTREN) notes of AM Fillone, DLSU-Manila
How Does Your Model Measure Up Presented at TRB National Transportation Planning Applications Conference by Phil Shapiro Frank Spielberg VHB May, 2007.
CE 341 Transportation Planning
Source: NHI course on Travel Demand Forecasting (152054A) Trip Generation CE 451/551 Grad students … need to discuss “projects” at end of class.
Source: NHI course on Travel Demand Forecasting (152054A) Session 11: Model Calibration, Validation, and Reasonableness Checks.
1 Methods to Assess Land Use and Transportation Balance By Carlos A. Alba May 2007.
Jack is currently performing travel demand model forecasting for Florida’s Turnpike. Specifically he works on toll road project forecasting to produce.
A Tour-Based Urban Freight Transportation Model Based on Entropy Maximization Qian Wang, Assistant Professor Department of Civil, Structural and Environmental.
Florida’s First Eco-Sustainable City. 80,000+ Residential Units 10 million s.f. Non-Residential 20 Schools International Clean Technology Center Multi-Modal.
Source: NHI course on Travel Demand Forecasting, Ch. 6 (152054A) Trip Distribution.
Topics Survey data comparisons to “old” model Bluetooth OD data findings Freight model design Q & A.
An AQ Assessment Tool for Local Land Use Decisio ns 13 th TRB Transportation Planning Applications Conference May 9, 2011 Reno, Nevada Mark Filipi, AICP.
Incorporating Time of Day Modeling into FSUTMS – Phase II Time of Day (Peak Spreading) Model Presentation to FDOT SPO 23 March 2011 Heinrich McBean.
CE Urban Transportation Planning and Management Iowa State University Calibration and Adjustment Techniques, Part 1 Source: Calibration and Adjustment.
Application of Statistics on Cross-boundary Transport Planning in Hong Kong Sorais Lee, Planning Department, Hong Kong IAOS/SCORUS Conference Shanghai.
Travel Demand Forecasting: Traffic Assignment CE331 Transportation Engineering.
Tennessee Statewide Model Integration with the National Long Distance Passenger Model and Calibration to AirSage Data Vince Bernardin, PhD, RSG Hadi.
Mesoscopic Modeling Approach for Performance Based Planning
2007 Household Travel Survey
Developing External and Truck Trips for a Regional Travel Model
LARGE TRICS SAM Survey Westfield, Shepherd’s Bush
Transportation Planning Asian Institute of Technology
12th TRB National Planning Application Conference Xiaobo Liu, Ph.D.
WIFI Data Collection and the Effectiveness of Various Survey Expansion Techniques- A Case Study on I-95 Corridor in Palm Beach County, FL Presented to.
Chapter 4. Modeling Transportation Demand and Supply
Johnson City MPO Travel Demand Model
Travel Demand Forecasting: Mode Choice
Identifying Worker Characteristics Using LEHD and GIS
Ventura County Traffic Model (VCTM) VCTC Update
Trip Distribution Meeghat Habibian Transportation Demand Analysis
Trip Distribution Review and Recommendations
Trip Distribution Lecture 8 Norman W. Garrick and Hamed Ahangari
Jim Lam, Caliper Corporation Guoxiong Huang, SCAG Mark Bradley, BB&C
Norman Washington Garrick CE 2710 Spring 2016 Lecture 07
Presentation transcript:

Source: NHI course on Travel Demand Forecasting, Ch. 8 (152054A)

Objectives Define external trip purposes Identify the trip distribution inputs for each external trip purpose Identify the trip distribution outputs for each external trip purpose Apply a Fratar distribution to a sample data set

Terminology

Study area boundary location Encompass current urban area plus forecasted urban area (20-25 years) Extend boundary to include commute trips into the area for work, etc. (practical?) Have no more than 15% of VMT from trips that begin or end outside of study area Cover non-attainment area Trip length characteristics Trip characteristics differ depending on whether the trip maker lives within or outside of the study area (so different friction factor curve, right? Really?)

Key Concepts IE is usually modeled as a separate trip purpose Q: what about II trips made by IE travelers?

Inputs and Outputs Inputs for external-internal trips (from external survey) Productions for each external station TAZ Trip length frequency distribution Travel time impedance matrix Scaled NHB attractions by TAZ Inputs for external-external trips Counts at each external station TAZ Origin and destination trip table (base-year) Outputs 24-hr external-internal trip table (P&A) 24-hr external-external trip table (O&D)

Data Collection Vehicle Counting and Classification 24-hr traffic counts for each external station TAZ (to expand survey data) Manual counts used to correct automatic counts (vehicle classification)

External Station Survey Methodology… Have an approved traffic control plan Survey in outbound direction (why?) Move vehicles out of traffic stream Conduct interviews or give postcards Interview in daylight hours only Survey maximum number of vehicles Sample all high volume locations Take random sample of low volume locations

Data Elements to Collect Number of persons in vehicle Highway name/number (for entry and departure) Time entered study area Time departed study area Address of last stop in study area Trip purpose of last stop and next stop Home address (to see if they live in the study area)

Data analysis Expand survey data (count to survey ratio) Separate trips between external-internal and external-external Develop TLFD for external-internal trips (to calibrate gravity model) Distribute external-internal trips Use scaled NHB trips as a proxy Apply the gravity model

Data Analysis Diagonal Always zero

Forecasting Future Year Trip Tables Forecast total volume for each external station Assume split between external-internal and external-external is same as base year Forecast external-internal trip tables Forecast external-external trip tables

Fratar Example