Automatic loading of inputs for Real Time Evacuation Scenario Simulations: evaluation using mesoscopic models Josep M. Aymamí 15th TRB National Transportation.

Slides:



Advertisements
Similar presentations
Interim Guidance on the Application of Travel and Land Use Forecasting in NEPA Statewide Travel Demand Modeling Committee October 14, 2010.
Advertisements

Getting on the MOVES: Using Dynameq and the US EPA MOVES Model to Measure the Air Pollution Emissions TRPC – Smart Corridors Project Chris Breiland Fehr.
Jeannie Wu, Planner Sep  Background  Model Review  Model Function  Model Structure  Transportation System  Model Interface  Model Output.
Determining the Free-Flow Speeds in a Regional Travel Demand Model based on the Highway Capacity Manual Chao Wang Joseph Huegy Institute for Transportation.
GIS and Transportation Planning
Using Dynamic Traffic Assignment Models to Represent Day-to-day Variability Dirck Van Vliet 20 th International EMME Users’ Conference Montreal October.
Dynamic Traffic Assignment: Integrating Dynameq into Long Range Planning Studies Model City 2011 – Portland, Oregon Richard Walker - Portland Metro Scott.
12th TRB National Transportation Planning Applications Conference
What is the Model??? A Primer on Transportation Demand Forecasting Models Shawn Turner Theo Petritsch Keith Lovan Lisa Aultman-Hall.
Managing Networks A GIS & Project-Based Network Management System for Highways and Transit Presented to 12 th TRB Transportation Planning Applications.
HEADS UP H urricane E vacuation A nalysis and D ecision S upport U tility P rogram.
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
Evaluation Tools to Support ITS Planning Process FDOT Research #BD presented to Model Advancement Committee presented by Mohammed Hadi, Ph.D., PE.
TRANSPORT MODELLING Lecture 4 TRANSPORT MODELLING Lecture 4 26-Sep-08 Transport Modelling Microsimulation Software.
TRB Lianyu Chu *, K S Nesamani +, Hamed Benouar* Priority Based High Occupancy Vehicle Lanes Operation * California Center for Innovative Transportation.
11 Quantifying Benefits of Traffic Information Provision under Stochastic Demand and Capacity Conditions: A Multi-day Traffic Equilibrium Approach Mingxin.
1 Adaptive Kalman Filter Based Freeway Travel time Estimation Lianyu Chu CCIT, University of California Berkeley Jun-Seok Oh Western Michigan University.
Lec 20, Ch.11: Transportation Planning Process (objectives)
Optimal Adaptive Signal Control for Diamond Interchanges Using Dynamic Programming Optimal Adaptive Signal Control for Diamond Interchanges Using Dynamic.
CE 578 Highway Traffic Operations Introduction to Freeway Facilities Analysis.
An Experimental Procedure for Mid Block-Based Traffic Assignment on Sub-area with Detailed Road Network Tao Ye M.A.Sc Candidate University of Toronto MCRI.
Challenge 2: Spatial Aggregation Level Multi-tier Modeling in Ohio Attempts to Balance Run Time and Forecast Granularity Gregory Giaimo, PE The Ohio Department.
Presented to presented by Cambridge Systematics, Inc. Transportation leadership you can trust. An Integrated Travel Demand, Mesoscopic and Microscopic.
Can Multi-Resolution Dynamic Traffic Assignment live up to the Expectation of Reliable Analysis of Incident Management Strategies Lili (Leo) Luo, P.E.,
An Empirical Comparison of Microscopic and Mesoscopic Traffic Simulation Paradigms Ramachandran Balakrishna Daniel Morgan Qi Yang Caliper Corporation 14.
JUTS JSim Urban Traffic Simulator 1 J-Sim Urban Traffic Simulator J-Sim based, XML using grafical and console simulation tool. David Hartman ZČU-FAV-KIV.
Source: NHI course on Travel Demand Forecasting (152054A) Session 10 Traffic (Trip) Assignment Trip Generation Trip Distribution Transit Estimation & Mode.
Evaluating Robustness of Signal Timings for Conditions of Varying Traffic Flows 2013 Mid-Continent Transportation Research Symposium – August 16, 2013.
May 7, 2013 Yagnesh Jarmarwala Phani Jammalamadaka Michael Copeland Maneesh Mahlawat 14 th TRB National Transportation Planning Applications Conference.
An Intelligent Transportation System Evaluation Tool in the FSUTMS Regional Demand Modeling Environment By Mohammed Hadi, Florida International University.
Technology and Society The DynamIT project Dynamic information services and anonymous travel time registration VIKING Workshop København Per J.
Considerations when applying Paramics to Strategic Traffic Models Paramics User Group Meeting October 9 th, 2009 Presented Matthew.
RCPG Project Update 2013 Whole Community Conference November 22, 2013.
Capacity analysis of complex materials handling systems.
June 15, 2010 For the Missoula Metropolitan Planning Organization Travel Modeling
© 2014 HDR, Inc., all rights reserved. COUNCIL BLUFFS INTERSTATE SYSTEM MODEL Jon Markt Source: FHWA.
Zhiyong Wang In cooperation with Sisi Zlatanova
2007 TRB Planning Application Conference D ELDOT S TATEWIDE E VACUATION M ODEL.
How to Put “Best Practice” into Traffic Assignment Practice Ken Cervenka Federal Transit Administration TRB National Transportation.
SAN FRANCISCO COUNTY TRANSPORTATION AUTHORITY San Francisco’s Dynamic Traffic Assignment Model Background SFCTA DTA Model Peer Review Panel Meeting July.
Comparing Dynamic Traffic Assignment Approaches for Planning
David B. Roden, Senior Consulting Manager Analysis of Transportation Projects in Northern Virginia TRB Transportation Planning Applications Conference.
Prediction of Traffic Density for Congestion Analysis under Indian Traffic Conditions Proceedings of the 12th International IEEE Conference on Intelligent.
Dynamic Origin-Destination Trip Table Estimation for Transportation Planning Ramachandran Balakrishna Caliper Corporation 11 th TRB National Transportation.
Managing Travel for Planned Special Events: What, Why, & Benefits Walt Dunn, P.E. Dunn Engineering Associates, P.C. Talking Operations Seminar January.
Incorporating Traffic Operations into Demand Forecasting Model Daniel Ghile, Stephen Gardner 22 nd international EMME Users’ Conference, Portland September.
Challenges in Using Paramics in a Secondary Plan Study – Case Study of Downsview, Toronto Paramics Users Group Meeting October 5, 2009.
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.
A Dynamic Traffic Simulation Model on Planning Networks Qi Yang Caliper Corporation TRB Planning Application Conference Houston, May 20, 2009.
DVRPC TMIP Peer Review Dynamic Traffic Assignment (DTA) Oct. 29 th, 2014.
June 14th, 2006 Henk Taale Regional Traffic Management Method and Tool.
Comparative Analysis of Traffic and Revenue Risks Associated with Priced Facilities 14 th TRB National Transportation Planning Applications Conference.
May 2009TRB National Transportation Planning Applications Conference 1 PATHBUILDER TESTS USING 2007 DALLAS ON-BOARD SURVEY Hua Yang, Arash Mirzaei, Kathleen.
Methodological Considerations for Integrating Dynamic Traffic Assignment with Activity-Based Models Ramachandran Balakrishna Daniel Morgan Srinivasan Sundaram.
Performance Evaluation of Adaptive Ramp Metering Algorithms in PARAMICS Simulation Lianyu Chu, Henry X. Liu, Will Recker California PATH, UC Irvine H.
I-270/MD 355 Simulator: An Intelligent Online Traffic Management System Dr. Gang-Len Chang Nan Zou Xiaorong Lai University of Maryland Saed Rahwanji Maryland.
Travel Demand Forecasting: Traffic Assignment CE331 Transportation Engineering.
September 2008What’s coming in Aimsun: New features and model developments 1 Hybrid Mesoscopic-Microscopic Traffic Simulation Framework Alex Torday, Jordi.
ANASOFT VIATUS. Challenges Supply chain optimization is necessary for achieving competitive price of final products Synchronization and utilization of.
Traffic Simulation L3b – Steps in designing a model Ing. Ondřej Přibyl, Ph.D.
Development of Traffic Simulation Models Course Instructors: Mark Hallenbeck, Director, UW TRAC Tony Woody, P.E., CH2M HILL Offered By: UW TRANSPEED xxxxx,
INTEGRATION OF RURAL DEMAND-RESPONSIVE TRANSPORT SERVICES IN THE PUBLIC TRANSPORT CHAIN: A STRATEGIC APPROACH Centro Algoritmi / University of Minho.
METRO Dynamic Traffic Assignment in Action COST Presentation ODOT Region 4 April 1,
Traffic Simulation L0 – How to use AIMSUN Ing. Ondřej Přibyl, Ph.D.
Evaluation of Hard Shoulder vs
Mesoscopic Modeling Approach for Performance Based Planning
1st November, 2016 Transport Modelling – Developing a better understanding of Short Lived Events Marcel Pooke – Operational Modelling & Visualisation Manager.
Modeling of Traffic Patterns on Highways
Road Infrastructure for Road Vehicles Automation
Presentation transcript:

Automatic loading of inputs for Real Time Evacuation Scenario Simulations: evaluation using mesoscopic models Josep M. Aymamí 15th TRB National Transportation Planning Applications Conference, May 17-21, 2015

Background - Current methodology to determine Evacuation Time Estimates (ETE) from incident in Three Mile Island (1979). Nuclear evacuations. - Usually Static Aproach is considered (and was the only feasible solution at that time). - For us (Aimsun), projects related to evacuations where some steps were difficult to handle with a ‘standard’ tool.

Challenges Fortunately, not so much experiences coming from Real cases (Nuclear Evacuations Especially). Difficult to Validate Scenarios and obtain Calibration Guidelines on certain aspects: –Route Choice Information to population: pre-trip decisions On-trip decisions –Driving Characteristics Many assumptions to be considered. This is why a virtual environment to obtain best practices (and commonly complex combinations of them). Ideally, a dynamic environment.

New Approach. Using dynamic simulation - Adapting Aimsun with a New Module (Aimsun ETE) to: - Accept evacuation type inputs: zoning and evacuees, evacuees per vehicles - Produce demanded results for such purposes. ETE, waiting times, etc… - Non predefined duration of the simulation - Dynamic simulation (meso/hybrid): evolution of evacuation, temporary conditions or measures, lane based (for events, closures, contraflow, …), large areas being covered

New Approach. Using dynamic simulation - Combination of usual traffic + evacuation: evacuation profiles, background, voluntary… - Screening points, shelters, etc… - Intermodal trips. PT very important and rather complex to simulate - Evaluate strategies for management 5

The Evacuation Framework 6

Evacuation Demand Complexity Example: Transit Evacuation using a limited- amount of available vehicles

Inputs Road and transport network: from GIS, plus model specific needed attributes (road hyerarchy, capacity, …) Evacuation demand –Residents, workers, students, holidaymakers (seasonal depending) –Socio economical data: car ownership –Set generation attraction points and its connectivity with the network (centroids) Zoning: set the evacuation areas (in Nuclear Evac: ERPAs, PAZs, UPZs,…) Transit plans (regular and shuttle services) Background demand Set Signals Road Closures (due to the event itself, due to weather, etc…) Set Decreased road conditions (speed reductions, etc…) Traffic Management to be evaluated (Response Plans to improve Evacuation perfromance) Scripting

Case Study: Nuclear Evacuation

Case Study: Nuclear Evacuation. Basics 10 UPZ zones means 60x60 km at least…and large volumes of evacuees.

Adapting inputs and outputs 11

Case Study: Bushfire Evacuation

Melbourne: Aimsun Model Total number of centroids: 2913 Total section length: km Total lane length: km Traffic profile 6 AM 7 AM 8 AM 9 AM 10 AM Simulated density. Meso DUE Experiment

ETE: Fire Devices Fire evolution based on detector information: Temperature (ºC):

Live evacuation (updating situation)

ETE: Scenario Description STAGED: Depending on the position of the fire, evacuees are generated in different time periods. Fire Area: Close to Fire Area: External Areas: Interval: 15 min

ETE: Inputs Centroid population Evacuation Area Evacuation generation profiles Background Traffic: –Inside Evacuation Area: –Outside Evacuation Area: Interval: 15 min

Evacuee Generation Map: Generated Evacuees in Centroids

Chaos ETE: Results Summary Video: Evacuation Progress

Staged ETE: Results Summary Video: Evacuation Progress

Chaos vs. Staged Comparison 21 Evacuation Progress Comparison: Evacuation Time reduction of 2 h 15 min (40%) when applying a Staged Evacuation. The Staged evacuation makes evacuees closer to fire areas are the first to be evacuated which ends up optimizing the whole system.

Lessons learnt Study multitude of combinations, scenarios, mixes, items available for the management of the emergency VERY important cultural aspects Structuring evacuation where possible, but there will always be considered "voluntary" evacuation : there may be congestion due to this factor Pre-trip information vs On-trip information Prepare infrastructure in areas of risk to allow flexibility. E.g. Contraflow on highways require the infrastructure to be ready for it. Evacuation using Mass Transit: ideal if possible, but complex management Infrastructure and ITS systems prepared for emergencies

Conclusions The evacuation scenarios present challenges for dynamic simulators, but provides interesting benefits over classical methodologies in this field. Evacuation times less optimistic than previous methods 'static' type. Seems more realistic times Aimsun ETE proved as a tool prepared for these cases, and versatile enough for a variety of cases and evacuation type (nuclear, forest fires, etc...) Optimize the evacuations through traffic strategies. In some cases, up to 300 sets of actions. Select good and bad practices and get evacuation guides and recommendations.

Thank You!