Jamming phenomena of self-driven particles

Similar documents
Chapter 20 Pedestrian Dynamics in Jamology

ECO 745: Theory of International Economics. Jack Rossbach Fall Lecture 6

Tie Breaking Procedure

Traffic circles. February 9, 2009

Imperfectly Shared Randomness in Communication

Jasmin Smajic 1, Christian Hafner 2, Jürg Leuthold 2, March 16, 2015 Introduction to Finite Element Method (FEM) Part 1 (2-D FEM)

MODELING OF THE INFLOW BEHAVIOR OF EVACUATING CROWD INTO A STAIRWAY

Psychological Delaying Model of Bicycle Passing Events on Physically Separated Bicycle Roadways in China

Designing a Traffic Circle By David Bosworth For MATH 714

Physical Design of CMOS Integrated Circuits

Numerical Simulations of a Three-Lane Traffic Model Using Cellular Automata. A. Karim Daoudia and Najem Moussa

Pre-Kindergarten 2017 Summer Packet. Robert F Woodall Elementary

SNARKs with Preprocessing. Eran Tromer

Exploration of design solutions for the enhancement of crowd safety

Use of Auxiliary Variables and Asymptotically Optimum Estimators in Double Sampling

Flow in a shock tube

MICROSCOPIC DYNAMICS OF PEDESTRIAN EVACUATION IN HYPERMARKET

New Class of Almost Unbiased Modified Ratio Cum Product Estimators with Knownparameters of Auxiliary Variables

A CELLULAR AUTOMATA EVACUATION MODEL CONSIDERING FRICTION AND REPULSION. SONG Weiguo, YU Yanfei, FAN Weicheng

knn & Naïve Bayes Hongning Wang

Creating a Safety Routing For Urban Freight Transportation

Available online at ScienceDirect. Transportation Research Procedia 2 (2014 )

Coaches, Parents, Players and Fans

Communication Amid Uncertainty

Simulation of pedestrian evacuation based on an improved dynamic parameter model

Operational Risk Management: Preventive vs. Corrective Control

A microscopic view. Solid rigid body. Liquid. Fluid. Incompressible. Gas. Fluid. compressible

Combining Experimental and Non-Experimental Design in Causal Inference

Communication Amid Uncertainty

Course 495: Advanced Statistical Machine Learning/Pattern Recognition

Summer College on Plasma Physics August Wave breaking of electrostatic waves in warm plasma

Using sea bed roughness as a wave energy dissipater

Verification and Validation Pathfinder

Dynamic Analysis of a Multi-Stage Compressor Train. Augusto Garcia-Hernandez, Jeffrey A. Bennett, and Dr. Klaus Brun

EXPERIMENTAL RESEARCH ON COEFFICIENT OF WAVE TRANSMISSION THROUGH IMMERSED VERTICAL BARRIER OF OPEN-TYPE BREAKWATER

A Study on Movement Down Spiral Staircases

Experimental studies of pedestrian flows under different boundary conditions

Yasuyuki Hirose 1. Abstract

Analysis of Gini s Mean Difference for Randomized Block Design

Airy Wave Theory 2: Wave Orbitals and Energy. Compilation of Airy Equations

Conservation of Energy. Chapter 7 of Essential University Physics, Richard Wolfson, 3 rd Edition

Modeling Approaches to Increase the Efficiency of Clear-Point- Based Solubility Characterization

Dynamics of bubble rising at small Reynolds numbers

Special Topics: Data Science

Mixture Models & EM. Nicholas Ruozzi University of Texas at Dallas. based on the slides of Vibhav Gogate

Probabilistic Models for Pedestrian Capacity and Delay at Roundabouts

Air Bubble Departure on a Superhydrophobic Surface

Theoretical Computer Science. Analysis of a cellular automaton model for car traffic with a junction

Analysis of Factors Affecting Extreme Ship Motions in Following and Quartering Seas

THEORETICAL EVALUATION OF FLOW THROUGH CENTRIFUGAL COMPRESSOR STAGE

Kazuhiko TOSHIMITSU 1, Hironori KIKUGAWA 2, Kohei SATO 3 and Takuya SATO 4. Introduction. Experimental Apparatus

APPLICATION OF MODEL WAYOUT OF FIREWIND SOFTWARE PACKAGE

Traffic flow optimization at sags by controlling the acceleration of some vehicles

THE CURVE OF THE CRICKET BALL SWING AND REVERSE SWING

Models for Pedestrian Behavior

THE BALLISTIC PENDULUM

Agent Based Pedestrian Simulation: Considering Elderlies in the Simulated Population

Training the Dual Hurdler. Steve Blocker Head Track Coach Emporia State University

Logistic Regression. Hongning Wang

Engineering Flettner Rotors to Increase Propulsion

Walking speeds on horizontal planes and descending stairs for blind and visually impaired people.

Aerodynamic characteristics around the stalling angle of the discus using a PIV

Wind pressure coefficient determination for greenhouses built in a reclaimed land using CFD technique

R * : EQUILIBRIUM INTEREST RATE. Yuriy Gorodnichenko UC Berkeley

COMPUTATIONAL FLUID DYNAMIC ANALYSIS OF AIRFOIL NACA0015

Title: Modeling Crossing Behavior of Drivers and Pedestrians at Uncontrolled Intersections and Mid-block Crossings

Multilane Roundabouts

Analysis of Bicycle Passing Events for LOS Evaluation on Physically. Separated Bicycle Roadways in China

ISyE 6414 Regression Analysis

Full Name: Period: Heredity EOC Review

Evaluation of the ACC Vehicles in Mixed Traffic: Lane Change Effects and Sensitivity Analysis

Queue analysis for the toll station of the Öresund fixed link. Pontus Matstoms *

Introduction to Genetics

Experimental Studies on the Instabilities of Viscous Fingering in a Hele-Shaw Cell

Research Article Research on the Effects of Heterogeneity on Pedestrian Dynamics in Walkway of Subway Station

Developments in Netherlands. Example of old levelling system 1. Lock levelling in The Netherlands. Example of old levelling system 2

BENNING ROAD & BRIDGES TRANSPORTATION IMPROVEMENTS CRASH DATA AND SAFETY ANALYSIS TECHNICAL MEMORANDUM DRAFT MAY 2016

The Coriolis force, geostrophy, Rossby waves and the westward intensification

LECTUR 10 CHARACTERISTICS OF THE DRIVER, THE PEDESTRIAN, THE VEHICLE AND THE ROAD. One problem that faces traffic and transportation engineers is:

Study of an Oxygenation Process in Capillary. in the Presence of Magnetic Field

Scoil Rince Ní Bhrogáin

Verification and Validation Pathfinder

Design Review Agenda

CRITERIA OF BOW-DIVING PHENOMENA FOR PLANING CRAFT

Evacuation Time Minimization Model using Traffic Simulation and GIS Technology

Verification and Validation Pathfinder Release 0730 x64

Fluid Flow. Link. Flow» P 1 P 2 Figure 1. Flow Model

Panaga Lanterne Rouge Cycling Club (PlR):

New Numerical Schemes for the Solution of Slightly Stiff Second Order Ordinary Differential Equations

A Mechanics-Based Approach for Putt Distance Optimization

The effect of back spin on a table tennis ball moving in a viscous fluid.

UAV-based monitoring of pedestrian groups

EVACUATION SIMULATION FOR DISABLED PEOPLE IN PASSENGER SHIP

Fire safety of staircases in multi-storey buildings The results of measurements in Buildings and Simulations

Manual 2010 roundabout capacity model

Pedestrian traffic flow operations on a platform: observations and comparison with simulation tool SimPed

AIR FRACTIONS IMPACT OVER PRESSURE DROP IN AIR- WATER MIXTURE FLOW

INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY Dynamic Model of Pressure Regulating Valve Ahmed Abed *

Chapter 10 Aggregate Demand I: Building the IS LM Model

FLOW CONSIDERATIONS IN INDUSTRIAL SILENCER DESIGN

Transcription:

Jamming phenomena of self-driven particles Pedestrian Outflow and Obstacle Walking with Slow Rhythm Daichi Yanagisawa, RCAST, UTokyo

Pedestrian Outflow and Obstacle Phys. Rev. E, 76(6), 061117, 2007 Phys. Rev. E, 80(3), 036110, 2009 SICE Journal of Control, Measurement, and System Integration, 3(6), pp. 395-401, 2010

Pedestrian Outflow (POF) 1[m] Time = POF= 2 0.5 [sec] [persons/(m sec)] Pedestrian Outflow (POF) is the number of pedestrians, who go through an 1 [m] exit in 1 [sec]. POF greatly affects Total Evacuation Time. Large POF = Small Total Evacuation Time. Motivation 1: How to estimate POF for various cases? Motivation 2: How to increase POF?

2 1 E0 1 2 5 pp 2 2 2 2+ 1 Floor Field Cellular Automaton 2 1 2 5 pp 5 Model for Evacuation Time step = 2 5 O O O 0 2 2 Hopping probability pp dir = NN exp kk ss SS dir dir =,,,, stay NN: Normalization kk ss : Sensitivity parameter kk ss SS dir : Static floor field (Distance to the exit) 2 2+ 2 2 2+ 3 2 2+ 4 2 2+ 3 2 2+ 2 Only one pedestrian can enter in one cell.

Exit Simulation Does not important Important!

Mathematical Formulation for POF 1 1 β β 2 E β ββττ θθ β 1 β k There are nn pedestrians around the Exit cell. kk pedestrians are trying to move to there. No cell structure (lattice). (nn determines the cell structure.) POF: qq nn, θθ = 1 rr nn + 1 nn nnnn mm=1 1 ττ θθ mm 1 nn rr nn = 1 φφ ζζ kk bb kk bb kk = kk=1 nn kk ββkk 1 ββ nn kk

Two Important Factors in Evacuation 1. Conflicts through an Narrow Exit Friction Function φφ ζζ kk = 1 1 ζζ kk kkkk 1 ζζ kk 1 nn = 3 2. Turning ζζ 0,1 : Aggressive parameter kk N: Number of pedestrians move to an exit at the same time When pedestrians turn θθ at the exit cell, their walking speed decrease. β βτθ ( ) Turning Function ττ θθ = exp ηη θθ 0,1 ηη 0, : Inertia coefficient θθ ππ, ππ : Turning angle

Schematic View of the Experiments 0 150 cm Exit Width (A) n=1 π (B) n=2 6 0 π 2 (C) n=2 50cm π 2 π 4 0 (D) n=2 (E) n=3 (F) n=3 π 2 0 Evacuees 18 people π 2 π 6 150 cm 2 or 3 times each (G) n=4 (H) (I)

Experiments

Theory v.s. Experiment Zipper merging (Almost 1 lane)

Quiz Which is the fastest? Exit Normal nn = 44 Shifted Obstacle nn = 44 33 1 line nn = 11 Center Obstacle nn = 55 44

Experiment Normal POF=2.78 Shifted Obstacle POF=2.92

Walking with Slow Rhythm h b r i r o N pedestrians Phys. Rev. E, 85(1), 016111, 2012. PED 2012, pp. 1291-1303, 2014.

Music Tempo v.s. Pace Walking on Music Pace v.s. Velocity Walking Pace [BPM] Music Tempo Pace Walking Velocity [km/h] Velocity Pace Music Tempo [BPM] Walking Pace [BPM] (BPM = Beat per Minutes) Frederik Styns et al, Walking on Music, Human Movement Science, 26, 769, 2007. Rhythm can control walking velocity of single pedestrian. What happens in a crowd case?

b h r i r o Circuit and Model Parameters Length of the circuit: LL Density ρρ = LL NN Headway Distance h = LL bbbb NN h ρρ = 1 bbbb ρρ N pedestrians Assumptions Overtaking is prohibited. Both characteristics and distribution of pedestrians are homogeneous.

Stride Function S and Pace Function P Stride S, Pace P 2.0 1.5 1.0 0.5 Stride S Pace P 0.0 0.0 0.2 0.4 0.6 0.8 1.0 ρ c Density persons m Density ρρ [person/m] Low-density regime ρρ 0, ρρ cc SS ρρ = ss PP ρρ = pp ρ j VV ρρ = SS ρρ PP(ρρ) Velocity Stride Pace b=1, s=2, k=1, p=1, a=0.2 ρc = k, ρ j kb + s High-density regime ρρ ρρ cc, ρρ jj SS ρρ = kkk(ρρ) PP ρρ = pp aa h ρρ cc h(ρρ) kk (0,1]: Effect of personal space aa kkkk/ss: Effect of density on pace = 1 b

Normal and Rhythmic Walking Normal Walking a>0 Pace decreases in the high-density regime. Rhythmic Walking a=0 Pace does not change in the high-density regime. Stride S, Pace P Stride S, Pace P 2.0 1.5 1.0 0.5 2.0 1.5 1.0 0.5 Stride S Pace P 0.0 0.0 0.2 0.4 0.6 0.8 1.0 Density persons m ρρ [person/m] Stride S Pace P 0.0 0.0 0.2 0.4 0.6 0.8 1.0 Density persons m ρρ [person/m]

persons sec Flow QQ [persons/sec] Flow Q 0.8 0.6 0.4 0.2 Theoretical Analysis Convex Downward Density persons m ρρ [person/m] Fast Rhythm Normal Slow Rhythm 0.0 0.0 0.2 0.4 0.6 0.8 1.0 (p, a) (1.2, 0) (1, 0.5) (0.8, 0) Fast Rhythm increases the pedestrian flow. Slow Rhythm improves the flow in the high-density regime.

Single Pedestrian Walking with Rhythm 2.5 Normal Velocity [m/s] 2 1.5 1 0.5 BPM Normal 70 0 50 100 150 200 250 BPM Slow Rhythm Beet per Minutes (BPM)

rr ii = 1.8 [m] rr oo = 2.3 [m] Normal v.s. 70 BPM (Number = 6, Density = 0.47 [1/m]) Normal 70 BPM

rr ii = 1.8 [m] rr oo = 2.3 [m] Normal v.s. 70 BPM (Number = 24, Density = 1.86 [1/m]) Normal 70 BPM

Experimental and Theoretical Results Crossing Normal 70 BPM Slow rhythm improves the flow in the high-density regime.

Summary Pedestrian Outflow and Obstacle Conflicts and Turning affects pedestrian outflow. Appropriately set obstacle may increase pedestrian outflow. Phys. Rev. E, 76(6), 061117, 2007 Phys. Rev. E, 80(3), 036110, 2009 SICE Journal of Control, Measurement, and System Integration, 3(6), pp. 395-401, 2010 Walking with Slow Rhythm Slow rhythm improves pedestrian flow in highdensity rhythm in a safe way. Velocity variance decreases pedestrian flow. Phys. Rev. E, 85(1), 016111, 2012 Pedestrian and Evacuation Dynamics 2012, pp. 1291-1303, 2014.