Norman W. Garrick Traffic Flow Analysis Lecture 12 CE 2710 Norman Garrick.

Slides:



Advertisements
Similar presentations
Learning Objectives To define and apply basic measures of traffic flow, including; Speed Volume Density Spacing and Headway Lane occupancy Clearance and.
Advertisements

Capacity, Level of Service, Intersection Design (1)
INTRODUCTION TO TRANSPORT Lecture 7 Introduction to Transport Lecture 7: Signal Coordination.
Vehicle Flow.
Section 5-8.  The dashboard of your car gives you a lot of information about your car’s ability to go  It gives no information about your car’s ability.
Speed and Stopping Distances
Norman W. Garrick Stream Flow. Norman W. Garrick Video Showing Behavior of Traffic Stream Automated Platoon Demo in 1997 Source: California Partners for.
Final Exam Tuesday, December 9 2:30 – 4:20 pm 121 Raitt Hall Open book
Progressive Signal Systems. Coordinated Systems Two or more intersections Signals have a fixed time relationship to one another Progression can be achieved.
Norman W. Garrick Time-Distance Diagrams of Traffic Flow Vehicle 2 u 2 = 30 mph (constant) Vehicle 1 u 1 = 50 mph (constant) Distance Time Fix Point in.
CEE 320 Fall 2008 Course Logistics HW3 and HW4 returned Midterms returned Wednesday HW5 assigned today, due next Monday Project 1 due Friday.
2015/6/161 Traffic Flow Theory 2. Traffic Stream Characteristics.
Computational Modelling of Road Traffic SS Computational Project by David Clarke Supervisor Mauro Ferreira - Merging Two Roads into One As economies grow.
Chapter 5: Traffic Stream Characteristics
CE 4640: Transportation Design
Norman W. Garrick Example of a Shock Wave At a Stop Traffic is flowing normal Flow, q = 500 veh/hr Conc, k = 10 veh/mi T = t 1 sec.
Lec 11, Ch6, pp : Principles of traffic flow (objectives) Know the primary elements of traffic flow Know the difference between TMS and SMS Know.
CEE 320 Fall 2008 Course Logistics Course grading scheme correct Team assignments posted HW 1 posted Note-taker needed Website and Transportation wiki.
Design Speed and Design Traffic Concepts
Norman W. Garrick Traffic Stream Flow Equations. Norman W. Garrick Basic Stream Flow Parameters Three types of parameters 1.Spacing and Concentration.
Traffic Concepts CEE 320 Steve Muench.
Introduction to Transportation Engineering Instructor Dr. Norman Garrick Hamed Ahangari 27th March
Linear Motion. Moving things have two different kinds of motion Linear Motion Harmonic Motion Motion is a change in position in a certain amount of time.
Introduction to Transportation Engineering Instructor Dr. Norman Garrick Hamed Ahangari 13th March
Exploring Engineering
Traffic Flow Anil Kantak Transportation and Traffic Flow Anil V. Kantak 1.
Freeway Capacity Analysis
Transportation Engineering
Speed, Velocity and Acceleration What is speed? How is velocity different than speed? What is acceleration? Today’s Goal: Be able to use the proper equations.
Chapter 5: Traffic Stream Characteristics
Shock Wave in Traffic Flow
5 meters in 1 second: 5 m/sec 10 meters in 2 seconds: 5 m/sec 20 meters in 10 seconds: 2 m/sec Biking Speeds:
Vehicle Flow. Homework Ch 3 # 1,4, 7, 15 Vehicle Flow How do vehicles operate in the system –capacity –speed –headway –density.
Physics: Speed and Velocity Average Speed  Rate at which an object moves  Units are in distance / time  Ex. Meters/second, centimeters/hour.
Two kinds of rate of change Q: A car travels 110 miles in 2 hours. What’s its average rate of change (speed)? A: 110/2 = 55 mi/hr. That is, if we drive.
Fundamental Principles of Traffic Flow
Relationship between time, displacement, velocity, acceleration. Kinematic.
Hcm 2010: BASIC CONCEPTS praveen edara, ph.d., p.e., PTOE
How to Calculate Speed and Acceleration
X = 3y = 4z = 8 2x Step 1X = 3 Step 22(3) 2 – 6 2 Step 4 2(9) – 6 2Step 3 18 – 12 =6.
The Role of Speed for Street and Highway Design Norman W. Garrick Lecture 2.1 Street and Highway Design Norman W. Garrick Lecture 2.1 Street and Highway.
4.7 PROPORTIONAL RELATIONSHIPS I CAN IDENTIFY PROPORTIONAL RELATIONSHIPS AND FIND CONSTANTS OF PROPORTIONALITY BY USING PROPORTIONS.
Distance Formula d = r ∙ t distance = rate ∙ time.
Traffic Flow Characteristics. Dr. Attaullah Shah
Fundamentals of Traffic Operations and Control Nikolas Geroliminis FALL 2015.
Speed & Following Distance Transportation: Ch. 1, Act. 2.
Distance,Rate, and Time. Think! What information would you need to know to find out how long it takes to get to your friend’s house?
Bicycle Facilities Design Lecture 25 Norman W. Garrick.
Chapter 1: Matter in Motion  Motion= a change in position over time  Reference point= an object that stays in place and shows us that something is moving.
SPEED, VELOCITY, AND ACCELERATION. 1.A traveler covers a distance of 460 miles in a time of 8 hours. What is the average speed for this trip? speed =
Speed How many measurements for speed can you think of?
Introduction to Transportation Engineering 1 Instructor Dr. Norman Garrick Tutorial Instructor: Hamed Ahangari March 2016.
CE 3500 Transportation Engineering
Fundamental relations of traffic flow
High way and Transportation 2(Lab) LCIV 3034
HW: Worksheet Aim: How do we solve fractional equation?
Fundamentals of Traffic Flow
Starter Questions Convert the following to minutes :-
CE 3500 Transportation Engineering Basic Traffic Flow Concepts
Transportation and Traffic Engineering Fundamental parameters
Traffic Concepts CEE 320 Anne Goodchild.
30 miles in 1 hour 30 mph 30 miles per hour
Compound Measures OCR Stage 6.
Speed.
Starter Questions Convert the following to minutes :-
Car-Following Theory Glossary Car-following theories
Velocity.
Chapter 6 Fundamental Principals of Traffic Flow
Traffic Concepts CEE 320 Steve Muench.
Linear Kinematics - Speed
Presentation transcript:

Norman W. Garrick Traffic Flow Analysis Lecture 12 CE 2710 Norman Garrick

Traffic Flow Patterns of the Future? Norman W. Garrick European SATRE Car Platoon Road Test

Norman W. Garrick Basic Parameters for Understanding Stream Flow Three basic classes of parameters 1.Spacing and Concentration 2.Headway and Flow 3.Speed

Norman W. Garrick Spacing is the distance between vehicles, s Concentration (or density) is the number of vehicles per unit length, k Spacing and Concentration s2s2 s3s3 s4s4 D s (ave) = 1 / k s1s1

Norman W. Garrick If D = 1/10 mile What is the concentration, k? We have 4 vehicles in 1/10 mile Therefore, the concentration is 40 vehicles/mile What is the average spacing, s? s = 1 / k = 1 / 40 = miles = 132 feet Spacing and Concentration Example s1s1 s2s2 s3s3 s4s4 D

Norman W. Garrick Spacing and Speed? s2s2 s3s3 s4s4 D s1s1 Spacing Velocity ?

Norman W. Garrick Spacing and Speed? s2s2 s3s3 s4s4 D s1s1 Spacing Velocity Space between vehicles increases with speed The relationship between space and speed is not exact It depends on the individual driver, cultural factors, weather etc.

Traffic Spacing in India Norman W. Garrick

Headway is the time between vehicles passing a specific location, h Flow is the amount of vehicles passing a specific location in a specific time, q Headway and Flow h (ave) = 1 / q measurement point

Norman W. Garrick If the total time for all the vehicles to cross the measurement points is 1/20 hour, what is the flow per hour? 5 vehicles cross in 1/20 hour Flow, q = 100 vehicles per hour What is the average headway? h = 1/q = 1/100 = 0.01 hour = 36 sec Headway and Flow Example measurement point

Norman W. Garrick Space Parameters and Time Parameters? Is there a relationship between the space parameters and the time parameters? What links these two parameters? Speed!

Norman W. Garrick Measuring Average or Mean Speed The average speed of vehicles in a traffic stream can be measured in a number of different ways. Two common methods are used in transportation characterization Time Mean Speed - is based on the spot speed of the vehicles passing a specific point Space Mean Speed - is based on the average time it takes vehicles to cover a certain specified distance Different traffic flow models use different definition of speed – some TMS and some SMS

Norman W. Garrick Time Mean Speed is the Arithmetic Average of the Spot Speeds Time Mean Speed, u t = 1/n ∑ v i = ( ) / 3 = 10.8 mph measurement point v = 10 mph v = 15 mph v = 7.5 mph

Norman W. Garrick Space Mean Speed Space Mean Speed is based on the average time t(ave) = (t1 + t2 + t3) / n = ( ) / 3 = 3 minutes = 1/20 hour Space mean speed, u s = D / t(ave) = (1/2) / (1/20) = 10 mph start point t = 3 min t = 2 min t = 4 min end point D = 1/2 mile Average speed measured by TMS and SMS is different even though the individual bike speed are exactly the same

Norman W. Garrick TMS versus SMS Average speed measured by TMS and SMS is different even though the individual bike speed are exactly the same Time Mean Speed, u t = 1/n ∑ v i Space mean speed, u s = D / t(ave) v = 10 mph v = 15 mph v = 7.5 mph

Norman W. Garrick SMS Space mean speed, u s = D / t(ave) but, t(ave) = 1/n ∑ t i and, v i = D/t i >>> t i = D/v i therefore, u s = D / {1/n ∑ D/v i } = D / {D/n ∑ 1/v i } = 1 / {1/n ∑ 1/v i } v = 10 mphv = 15 mphv = 7.5 mph

Norman W. Garrick SMS is the Harmonic Average of the Spot Speeds Space mean speed, u s = D / t(ave) = 1 / {1/n ∑ 1/v i } = 1 / {(1/3)*[(1/10)+(1/15)+(1/7.5)]} = 10 mph v = 10 mph v = 15 mph v = 7.5 mph

Norman W. Garrick TMS and SMS Time Mean Speed - is based on the spot speed of the vehicles passing a specific point Space Mean Speed - is based on the average time it takes vehicles to cover a certain specified distance Time Mean Speed, u t = 1/n ∑ v i Space mean speed, u s = 1 / {1/n ∑ 1/v i }

Norman W. Garrick Relationship between Space and Time Parameters What is the concentration? k = 100 vehicles/mile What is the space? s = 1/k = 1/100 miles = 52.8 feet If the average speed = 10 miles What is the flow (q)? Flow is total number of vehicles passing any point Flow = 10*100 = 1000 vehicles/hr In other words, q = uk 100 vehicles D = 1 mile