Special Topics: Overlaps By Michael P. Dixon, Ph.D.

Slides:



Advertisements
Similar presentations
INTRODUCTION TO TRANSPORT Lecture 7 Introduction to Transport Lecture 7: Signal Coordination.
Advertisements

Lec 16, Ch16, pp : Intersection delay (Objectives)
Transportation Engineering
INTRODUCTION TO TRANSPORT Lecture 3 Introduction to Transport Lecture 4: Traffic Signal.
City of Little Rock Public Works – Traffic Engineering Division City of Little Rock City of Little Rock Dallas Phasing Implementation Rodney Parham Road.
1Chapter 9-4e Chapter 9. Volume Studies & Characteristics Understand that measured volumes may not be true demands if not careful in data collection and.
REVISION. Sample Question The sample questions for this year. Describe briefly the classic transport model, explaining the four stages of the model. [10]
Progressive Signal Systems. Coordinated Systems Two or more intersections Signals have a fixed time relationship to one another Progression can be achieved.
INTRODUCTION TO TRANSPORT Lecture 4 Introduction to Transport Lecture 4: Signal Timing.
CTC-340 Signals - Basics. Terms & Definitions (review) Cycle - Cycle Length - Interval -. change interval - clearance interval- change + clearance = Yi.
Basic Principles of Intersection Signalisation
3/3/06Michael Dixon1 CE 578 Highway Traffic Operations Freeways Merge Influence Areas.
Lecture #6 Chapter 16: Principles of Intersection Signalization.
2/27/06Michael Dixon1 CE 578 Highway Traffic Operations Lecture 16: Freeways Basic Sections.
Lec 24, Ch.19: Actuated signals and detectors (Objectives) Learn terminology related to actuated signals Understand why and where actuated signals are.
Lec 15, Ch.8, pp : Signal Timing (Objective)
Chapter 3. Highway Design for Performance
Introduction to Transport
PASSER II SOFTWARE.
Signals. Laneage Coding Examples.
Traffic Signal Warrants
Lec 19, Ch.17, pp : Sample simple timing problems (Objectives) Master the steps of simple signal timing through 4 sample problems in the textbook.
Signal Timing Design Example Problems. Intersection of Michigan Avenue and Hewitt Road.
Chapter 17: Basic principles of intersection signalization (objectives) Chapter objectives: By the end of this chapter the student will be able to: Explain.
Lecture #11 Signal Coordination: Chapter 22. Objectives Factors affecting coordination Basic theory of signal coordination Application to arterial progression.
Optimal Adaptive Signal Control for Diamond Interchanges Using Dynamic Programming Optimal Adaptive Signal Control for Diamond Interchanges Using Dynamic.
Lec 22, Ch.18, pp : Capacity & LOS (Objectives) Understand how critical lane groups and the sum of critical lane v/s rations are determined Learn.
CEE – Spring 2005 Lectures 10 to 11 (Chapters 21, 22) Analysis of Signalized Intersections.
2/7/2006Michael Dixon1 CE 578 Highway Traffic Operations Lecture 3: Passing maneuvers, sight distance, and zones.
Signalized Intersections
Adaptive Traffic Light Control For Traffic Network.
Transportation Engineering
Transportation Engineering
RT-TRACS A daptive Control Algorithms VFC-OPAC Farhad Pooran PB Farradyne Inc. TRB A3A18 Mid-Year Meeting and Adaptive Control Workshop July 12-14, 1998.
CEE 320 Fall 2008 Course Logistics HW7 due today (9 total) Midterm next Friday (Wednesday review) Signalized Intersections (Chapter 7 of text) Last material.
Detailed Intersection Modelling Based on Analysis of the Interaction of Conflicting Traffic Movements Edwin Hull, Billy Kwok September 2011.
Introduction to Traffic Signals Adam Kirk. Identify 1 part of the traffic signal.
Lesson 2.6: Perimeters and Areas of similar Figures Essential Question: How do changes in side length of similar figures affect the perimeters and areas.
Introduction to Transport
Traffic Signal Timing Design Part I. Slide 2 Steps in Designing a Traffic Signal Timing Plan (1/2) 1. Determine lane configurations and lane volumes 2.
Traffic Signal Timing Design Part II. Slide 2 What to do?  Distribute volume among lanes to Identify lane utilization Determine need for lane adjustment.
Problem 4: Okeechobee Road Stopped Control Analysis.
Problem 4: Clifton Country Rd/Route 146 Intersection Base Case Phasing and Volumes Analysis Plans Description of Analyses Overarching Issues 4a: AM peak.
CEE 764 – Fall 2010 Topic 6 Delay and Offset Delay and Offset.
Warm-Up #1 11/30 1. Write down these 3 formulas:
INTERSECTION MODEL COMPONENTS TTE 6815 K. Courage.
Signal timing CTC-340. Key Elements Development of safe and effective phase plan and sequence Determination of vehicle signal needs –Timing of yellow.
TRAFFIC LIGHT CONTROL PROGRESS REPORT YITIAN GU ADITI BHAUMICK VIPUL SINGH LIYAN SUN Professor Nicholas F. Maxemchuk.
The Distributive Property Section 1.4. Distributive Property.
Thinking Inside the Box
Lane Volume Allocation
1.5: Using Formulas in Geometry
Signalized Intersections
Problem 2: Moe Rd/Route 146 Intersection
Highway capacity and Level of Service Analysis
Red Station What are the four states of matter?
Signal Timing: Putting it All Together
Unsignalized Intersections
Running the Experiment
CE 3500 Transportation Engineering Saturation flow and signal LOS
Here are four triangles. What do all of these triangles have in common
CE 3500 Transportation Engineering Elements of Traffic Signals
Red Station What are the four states of matter?
Highway Engineering CE 431
Red Station What are the four states of matter?
1. Sketch the flow profile diagram and the cumulative vehicle diagram
The number in each lane indicates
Transportation Engineering Calculating Signal Delay February 23, 2011
Target 1 Portugal.
Signal Design CTC-340.
Presentation transcript:

Special Topics: Overlaps By Michael P. Dixon, Ph.D.

Objectives Learn how overlaps are calculated Learn why they can be beneficial Learn how they are applied

Steps to Developing Overlaps Step 1: Determine values for each lane group Step 2: Determine location of overlaps Step 3: Sum the values for the critical lane groups Step 4: Calculate cycle length Step 5: Distribute green time

Step 1: Determine Lane Group Values Values can be in the form of: – V/s ratios, or – Adjusted volumes R1 R2 Ring Diagram: Four Phase with Overlaps  A1  A2  A3  B  C

Step 2: Determine location of overlaps R1 R2 Ring Diagram: Four Phase with Overlaps  A1  A2  A3  B  C Target phases with unbalanced flows

Step 3: Sum the Values for the Critical Lane Groups Follow the critical path R1 R2 Ring Diagram: Four Phase with Overlaps  A1  A2  A3  B  C vph

Step 4: Calculate Cycle Length C = (N*L*(v/c) des ) / [1 -  (v/s) ic ] or, C = (N*L) / [1 - V c / (3600/h*(v/c) des *PHF)] For our case C = 70 sec – V c = 1155 vehicle/hour – h = 2.2 seconds/vehicle – PHF = 1.0 – (v/c) des = 0.85 – N = 4 phases – t L = 3 seconds/phase

Step 4: Calculate Cycle Length (cont.) What would the cycle length be if their were no overlaps? R1 R2 Ring Diagram: Four Phase with Overlaps  A1  A2  A3  B  C vph

Step 4: Calculate Cycle Length (cont.) What would the cycle length be if the EB and WB through values were switched (with and without overlaps)? R1 R2 Ring Diagram: Four Phase with Overlaps Blue = w/o overlaps; Red = w/ overlaps  A1  A2  A3  B  C vph 1155 vph

Step 5: Distribute Green Time Step 5.a: Determine green times of phases that have no overlaps Step 5.b: Determine green times of phases on side(s) of barrier with overlaps R1 R2 Ring Diagram: Four Phase with Overlaps  A1  A2  A3  B  C

Step 5.b: Definition Values are categorized by the phases whose green times they define

Step 5.b: Determine green times of phases on side(s) of barrier with overlaps Calculate gA1: If phase A1 is defined by a lane group in the critical ring then Otherwise

R1 R2 Ring Diagram: Four Phase with Overlaps  A1  A2  A3  B  C What are the volumes of interest? V A1 = 37 vph V A3 = 453 vph V A2+A3 = 386 vph V A1+A2 = 158 vph V c = 1155 vph Is phase A1 defined by a lane group that is in the critical ring? How much effective green time for A1?

Step 5.b: Determine green times of phases on side(s) of barrier with overlaps (cont.) Calculate gA3: If phase A3 is defined by a lane group in the critical ring then Otherwise

R1 R2 Ring Diagram: Four Phase with Overlaps  A1  A2  A3  B  C What are the volumes of interest? V A1 = 37 vph V A3 = 453 vph V A2+A3 = 386 vph V A1+A2 = 158 vph V c = 1155 vph Is phase A3 defined by a lane group that is in the critical ring? How much effective green time for A3?

Step 5.b: Determine green times of phases on side(s) of barrier with overlaps (cont.) Calculate gA2: If phase A1 + A2 is defined by a lane group in the critical ring then – Where Otherwise – Where

R1 R2 Ring Diagram: Four Phase with Overlaps  A1  A2  A3  B  C What are the volumes of interest? V A1 = 37 vph V A3 = 453 vph V A2+A3 = 386 vph V A1+A2 = 158 vph V c = 1155 vph How much effective green time for A2?