Assignment Convergence: Big Model, Small Projects; Improving Assignment Convergence in Ohio for Estimating Project Impacts TRB Planning Applications Conference.

Slides:



Advertisements
Similar presentations
Ch. 12 Routing in Switched Networks
Advertisements

Feedback Loops Guy Rousseau Atlanta Regional Commission.
Traffic assignment.
Ch. 12 Routing in Switched Networks Routing in Packet Switched Networks Routing Algorithm Requirements –Correctness –Simplicity –Robustness--the.
The Use of Differential Speed-Flow Curves in SATURN.
11 th TRB Transportation Planning Applications Conference, Daytona Beach, FL Achieving Planning Model Convergence Howard Slavin Jonathan Brandon Andres.
New Findings from the Application of Accelerated UE Traffic Assignments Howard Slavin Jonathan Brandon Andres Rabinowicz Paul Ricotta Srini Sundaram Caliper.
Incorporating Travel Time Reliability Data in Travel Path Estimation Sam Granato, Ohio DOT Rakesh Sharma, Belomar Regional Council.
Corridor planning: a quick response strategy. Background NCHRP Quick Response Urban Travel Estimation Techniques (1978) Objective: provide tools.
12th TRB National Transportation Planning Applications Conference
Analyzing the Effects of Tolls and Operating Costs on Statewide Travel Patterns Vishal Gossain Thomas A. Williams Joseph P. Savage Jr. Christopher E. Mwalwanda.
GEOG 111 & 211A Transportation Planning Traffic Assignment.
AQM for Congestion Control1 A Study of Active Queue Management for Congestion Control Victor Firoiu Marty Borden.
11 Quantifying Benefits of Traffic Information Provision under Stochastic Demand and Capacity Conditions: A Multi-day Traffic Equilibrium Approach Mingxin.
Estimating Congestion Costs Using a Transportation Demand Model of Edmonton, Canada C.R. Blaschuk Institute for Advanced Policy Research University of.
TRIP ASSIGNMENT.
Amar Sarvepalli. 500 projects in 6-8 weeks Need VMT, VHT and More.
Milton-Madison Bi-State Travel Demand Model Rob Bostrom Planning Application Conference Houston, Texas May 19, 2009.
Practicing with Graphs
Challenge 2: Spatial Aggregation Level Multi-tier Modeling in Ohio Attempts to Balance Run Time and Forecast Granularity Gregory Giaimo, PE The Ohio Department.
Source: NHI course on Travel Demand Forecasting (152054A) Session 10 Traffic (Trip) Assignment Trip Generation Trip Distribution Transit Estimation & Mode.
SAN FRANCISCO COUNTY TRANSPORTATION AUTHORITY San Francisco DTA Project: Model Integration Options Greg Erhardt DTA Peer Review Panel Meeting July 25 th,
Seoul Development Institute Building a TDM Impact Analysis System for the Introduction of a Short-Term Congestion Management Program in Seoul Jin-Ki Eom,
The Impact of Convergence Criteria on Equilibrium Assignment Yongqiang Wu, Huiwei Shen, and Terry Corkery Florida Department of Transportation 11 th Conference.
©2009 Proprietary and Confidential DTA in practice: Modeling dynamic networks in the real world Michael Mahut, Ph.D. INRO Montreal, Canada.
Traffic Assignment Convergence and its Effects on Selecting Network Improvements By Chris Blaschuk, City of Calgary and JD Hunt, University of Calgary.
BALTIMORE METROPOLITAN COUNCIL MODEL ENHANCEMENTS FOR THE RED LINE PROJECT AMPO TRAVEL MODEL WORK GROUP March 20, 2006.
Network Benefit Cost Analysis: An Overview of the Application of NET_BC Software for Caltrans District 5’s System Analysis Study TRB Planning Applications.
Challenge 5: Transportation Economics Development of an Enhanced User Benefit and Cost Calculator for Ohio Vince Bernardin, RSG Chris Beard, BLA Greg Giaimo,
Calculating Transportation System User Benefits: Interface Challenges between EMME/2 and Summit Principle Author: Jennifer John Senior Transportation Planner.
Investigation of Speed-Flow Relations and Estimation of Volume Delay Functions for Travel Demand Models in Virginia TRB Planning Applications Conference.
Enhancing TDF Model Results Using Intersection Control Specific Delays and Turning Movement Level Matrix Estimation for a Downtown Circulation Study Presented.
Increasing Precision in Highway Volume through Adjustment of Stopping Criteria in Traffic Assignment and Number of Feedbacks Behruz Paschai, Kathy Yu,
Methodology for the Use of Regional Planning Models to Assess Impact of Various Congestion Pricing Strategies Sub-network Extraction A sub-network focusing.
TRANSIMS Version 5 Application Concepts January 20, 2011 David Roden – AECOM.
Utilizing Multi-threading, Parallel Processing, and Memory Management Techniques to Improve Transportation Model Performance Jim Lam Andres Rabinowicz.
How to Put “Best Practice” into Traffic Assignment Practice Ken Cervenka Federal Transit Administration TRB National Transportation.
Regional Traffic Simulation/Assignment Model for Evaluation of Transit Performance and Asset Utilization April 22, 2003 Athanasios Ziliaskopoulos Elaine.
NTERFACING THE MORPC REGIONAL MODEL WITH DYNAMIC TRAFFIC SIMULATION INTERFACING THE MORPC REGIONAL MODEL WITH DYNAMIC TRAFFIC SIMULATION David Roden (AECOM)
“An Iterative Capacity Constrained Parking Methodology for Ridership Forecasts for BART Extension Stations” Mike Aronson May 19, th TRB National.
Neural Networks - Berrin Yanıkoğlu1 Applications and Examples From Mitchell Chp. 4.
David B. Roden, Senior Consulting Manager Analysis of Transportation Projects in Northern Virginia TRB Transportation Planning Applications Conference.
Major Transportation Corridor Studies Using an EMME/2 Travel Demand Forecasting Model: The Trans-Lake Washington Study Carlos Espindola, Youssef Dehghani.
S. Erdogan 1, K. Patnam 2, X. Zhou 3, F.D. Ducca 4, S. Mahapatra 5, Z. Deng 6, J. Liu 7 1, 4, 6 University of Maryland, National Center for Smart Growth.
Transportation leadership you can trust. presented to TRB 11 th Conference on Transportation Planning Applications presented by Dan Goldfarb, P.E. Cambridge.
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.
FORS 8450 Advanced Forest Planning Lecture 11 Tabu Search.
SHRP2 C10A Final Conclusions & Insights TRB Planning Applications Conference May 5, 2013 Columbus, OH Stephen Lawe, Joe Castiglione & John Gliebe Resource.
Presented to Time of Day Subcommittee May 9, 2011 Time of Day Modeling in FSUTMS.
TRB Planning Applications May 2009, Houston,TX Changing assignment algorithms: the price of better convergence Michael Florian and Shuguang He INRO.
Neural Networks - Berrin Yanıkoğlu1 Applications and Examples From Mitchell Chp. 4.
Interstate 95 Managed Lanes PD&E Study (95 Express) Project Development and Environment Study SE FSUTMS Users Group The Corradino Group November 2, 2007.
CE Urban Transportation Planning and Management Iowa State University Calibration and Adjustment Techniques, Part 1 Source: Calibration and Adjustment.
Semi-Automated Approach to Develop Focus Area Forecasts from a Statewide Model 12th TRB National Transportation Planning Applications Conference May 17-21,
Application of Accelerated User Equilibrium Traffic Assignments Howard Slavin Jonathan Brandon Andres Rabinowicz Srinivasan Sundaram Caliper Corporation.
1 Travel Times from Mobile Sensors Ram Rajagopal, Raffi Sevlian and Pravin Varaiya University of California, Berkeley Singapore Road Traffic Control TexPoint.
Travel Demand Forecasting: Traffic Assignment CE331 Transportation Engineering.
Peter Vovsha, Robert Donnelly, Surabhi Gupta pb
Network Attributes Calculator
Prepared for 16th TRB National Transportation Planning Applications Conference Outline Gap Value in Simulation-Based Dynamic Traffic Assignment (DTA) Models:
Network Assignment and Equilibrium for Disaggregate Models
Jim Henricksen, MnDOT Steve Ruegg, WSP
Lecture 19 – TCP Performance
Solving For User Equilibrium Chapter 5
Ventura County Traffic Model (VCTM) VCTC Update
Transportation Engineering Route Choice January 28, 2011
Chrissy Bernardo, Peter Vovsha, Gaurav Vyas (WSP),
After Evans: Working on an Approximation of a Combined Equilibrium Model Based on Precision Assignment May, 2011 TRB Planning Applications Conference,
Michael Mahut, Michael Florian and Nicolas Tremblay INRO
M. Kezunovic (P.I.) S. S. Luo D. Ristanovic Texas A&M University
Presentation transcript:

Assignment Convergence: Big Model, Small Projects; Improving Assignment Convergence in Ohio for Estimating Project Impacts TRB Planning Applications Conference Statewide Modeling Workshop May 5, 2013 Aaron Keegan, Bernardin, Lochmueller & Associates Vince Bernardin Jr., Resource Systems Group Gregory Giaimo, Ohio Department of Transportation Sam Granato, Ohio Department of Transportation

Motivation Project Cost/Benefit Analysis For Economic Impact Model – No Build vs. Build Highway Assignments Highly Converged Assignment Solutions Crucial to Analysis Minimize Assignment Runtime

Ohio Statewide Model = Big Network 285,000 One Way Links 5,116 Zones

Starting Point Project impacts are tiny compared to full model, even for large projects thus need very tight convergence Highway Assignments on Full Statewide Model Network to 500 iterations. Project Subarea Network Assignments to 500 and occasionally 1000 iterations. User Equilibrium or MSA Algorithms

Statewide Network Example No-Build & Build MSA Assignments to 500 Iterations Steady VHT with Respect to Iteration, But Slow to Converge 80 Hours of Runtime

Statewide Network Example

Relative Gap Unstable and Poor Predictor of Convergence

Statewide Network Example The VHT Delta Tapers But the Variability is Still About 100 VHT

Subarea Network Example Influence Area Around Project Cut to Subarea User Equilibrium to 500 Iterations and Occasionally 1000.

Subarea Network Example VHT For Some Projects Would Not Stabilize

Subarea Network Example Relative Gap Highly Unstable

Subarea Network Example Highly Variable Project Delta

Initial Adjustments Switch from Vehicle Time to Weighted Average of Assignment Class Generalized Costs for Convergence Cost Calculation VDF Function Constraint Removal – Congested Travel Time Had Been Limited to 10 Times Free-Flow Time See Before and After Assignment Scripts on Your Flash Drive!

Subarea with VDF Constraint Removed Marked Difference in Relative Gap Behavior

Subarea with VDF Constraint Removed VHT Stable, but Suddenly Very High

Initial Adjustment Results Relative Gap Behavior Smoothed by Lifting VDF Constraint, but VHT Went up by Factor of 60. In One Result 3%, of The Network Links Accounted for 98% of the VHT, Slowing and Destabilizing Convergence. Red=VC>1

Network Editing Several Iterations of Network Link Edits to Fix Problematic Loading Points & Overloaded Links. VERY HELPFUL! Edits Were Prioritized by Link VHT Other Issues Caught in the Process – Link Import Errors From Shapefile – Zero Distance Links

Assignment Algorithm Bi-Conjugate Frank-Wolfe Speeds Arrival to Low Relative Gaps But has “Jumpy” Behavior. Oscillation of Relative Gap Apparent At High Iterations May Oscillate More With Distributed Processing of Assignment

2010 Base Network Quick Descent to Low Rel. Gap Then Drift

Network Cost and VHT More Stable than Relative Gap, But Still Some Cost Change at High Iterations Base Network

Base Network Changed 5 VHT in Final 450 Iterations. How Significant Is This in Absolute Terms to No Build vs. Build VHT Deltas? 2010 Base Network

VHT Rate of Change Slows But Does Not Stop

Small Project Test AM Assignment Build vs. No-Build

Convergence Criteria Choices High Iteration such as 500 Relative Gap 1E-4 to 1E-5 Code A Custom Criteria. Monitor the Absolute Change in Network Generalized Cost For Flattening Once Rel. Gap Below 1E-4. Run Time Implications.

Small Project Test Results AlgorithmConvergence Criteria Build VHTNo-Build VHTBuild Delta VHT Time Bi-Conj. UE500ite3,462,8013,462, hours Bi-Conj. UE1E-5 Relative Gap3,462,8003,462, hours 10 mins Bi-Conj. UECustom Criteria3,462,8003,462, hours 40 mins Origin Based UE1E-5 Relative Gap3,460,4313,460, hours 20 mins See Assignment Graphs on Your Flash Drive!

Small Project Test VHT Delta Varies by less than 10 for last 450 ite.

Check Solution Localization

Summary VDF Constraint Removal and Edits to Overloaded Links Made the Biggest Improvements to Performance. Comparable Solutions to High Iteration Assignments achievable in 6 hours vs 80 previously. Variability of Project VHT Delta has been reduced.

Next Steps New Smoothing Feature for Bi-Conjugate U.E. Released in Software Beta Testing of New Algorithm

Further Assignment Updates New Generalized Cost Equation with More Explanatory Variables Calibrated with A Genetic Algorithm New Definition of Classes and Values of Time for Economic Assignment Optional Toll Choice Logit Model Before Assignment Interfacing with updated UCOST Tool