Determination of cycle length - 41.6 | 20. Trafic Signal Design - I | Transportation Engineering - Vol 2
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Introduction to Cycle Length

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0:00
Teacher
Teacher

Today, we’re learning about cycle length in traffic signals. Who can tell me what cycle length means?

Student 1
Student 1

Is it the time it takes for the signal to change from green to yellow to red and back again?

Teacher
Teacher

Exactly! It's the total time it takes to complete all signal phases. It's essential for managing traffic efficiently.

Student 2
Student 2

What factors do we need to consider when determining cycle length?

Teacher
Teacher

Great question! We need to consider lost time due to traffic delays and how much effective green time we have available.

Student 3
Student 3

What do you mean by 'lost time'?

Teacher
Teacher

Lost time includes delays like the time between when the light turns green and when the first vehicle starts moving. Let’s remember it as 'L' for 'lost time.'

Student 4
Student 4

So, 'L' is important for figuring out how much time we actually have for traffic to flow?

Teacher
Teacher

Exactly! To sum up, the cycle length is crucial for effective traffic management at intersections.

Calculating Lost Time

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Teacher
Teacher

Now, let’s discuss how to calculate the total lost time. We have the formula L = N × t. Can someone explain what N and t are?

Student 1
Student 1

N is the number of phases, right?

Teacher
Teacher

Correct! And what about t?

Student 2
Student 2

t is the start-up lost time for each phase.

Teacher
Teacher

Very good! If we have three phases, each with a lost time of 2 seconds, what's the total lost time?

Student 3
Student 3

So, that would be L = 3 phases × 2 seconds, which equals 6 seconds?

Teacher
Teacher

Exactly! We need to account for this time to find our effective green time.

Student 4
Student 4

How does this impact our cycle length?

Teacher
Teacher

Good question! The lost time directly affects how much time is available for traffic to move, which influences our cycle length calculation.

Determining Effective Green Time

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Teacher
Teacher

Let’s now talk about effective green time, which is impacted by our total lost time. What do we calculate to find effective green time?

Student 1
Student 1

We subtract the total lost time from 3600 seconds to find the effective green time?

Teacher
Teacher

Correct! This gives us the total green time available in an hour. Can someone elaborate on the importance of this?

Student 3
Student 3

It’s crucial to ensure we allocate enough time for traffic to flow safely and efficiently during signal phases.

Teacher
Teacher

Absolutely! Remember this as it's vital for calculating the traffic volumes we can accommodate.

Student 2
Student 2

So effective green time helps us manage how vehicles enter and exit intersections?

Teacher
Teacher

Exactly, excellent connection! Summing up, effective green time is critical in defining how well the signal can perform.

Applying Cycle Length Calculations

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Teacher
Teacher

Lastly, let’s use what we've learned to calculate cycle length using the formula C = N.L.X/1 - Vc/S_i × PHF × v_c. Can someone remind me what V_c is?

Student 4
Student 4

V_c is the critical lane volume?

Teacher
Teacher

Exactly! And what do we include in our cycle length considerations?

Student 1
Student 1

We also need the peak hour factors and volume-to-capacity ratio to ensure efficient management!

Teacher
Teacher

Really good summary! So let's calculate an example. If we have 4 phases, lost time of 3 seconds, and a critical volume of 900 vph, what do we need to find?

Student 2
Student 2

I think we need to know the saturation flow and peak hour factor to get the cycle length.

Teacher
Teacher

Right! Let's calculate it step by step together.

Introduction & Overview

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Quick Overview

This section discusses the determination of cycle length in traffic signal design, highlighting its integral role in effective signal management.

Standard

Cycle length is defined as the total time required for a traffic signal to go through all of its phases. This section outlines the process of calculating cycle length, which encompasses loss times and effective green time, ensuring efficient traffic flow and safety at intersections.

Detailed

Determination of Cycle Length

In traffic signal design, cycle length refers to the total time a traffic signal takes to complete one full set of indications. Establishing the cycle length is a crucial step for effective traffic management at intersections.

  1. Lost Time Calculation: The total start-up lost time per cycle depends on the number of phases (N) and the start-up lost time for each phase (t). The formula to compute total lost time (L) is: L = N imes t
  2. Total Lost Time per Hour: This can then be used to find the total lost time for one hour: Total lost time per hour = \( \frac{3600.N.t}{C} \)
  3. Effective Green Time Calculation: To find the effective green time available for an hour: T = 3600 - Total lost time

Which in turn is used to find the critical lane volume:

  V = \\( \\frac{T}{h} \\)
  1. Cycle Length Formula: The cycle length formula, incorporating critical lane volume (V_c) and accounting for peak hour factors and volume-to-capacity ratios, follows: C = \( \frac{N.L.X}{1 - \frac{Vc}{S_i} \times PHF \times v_c} \)

This overview emphasizes the importance of calculating and optimizing cycle length to facilitate traffic flow while managing intersection economics effectively.

Audio Book

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Definition of Cycle Length

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The cycle length or cycle time is the time taken for complete indication of signals in a cycle. Fixing the cycle length is one of the crucial steps involved in signal design.

Detailed Explanation

The cycle length refers to the duration it takes for all traffic signals at an intersection to complete one full sequence. This includes all phases, like green, yellow, and red signals. Establishing the cycle length is vital because it directly impacts how efficiently traffic flows through the intersection.

Examples & Analogies

Think of the cycle length like a complete lap in a race. Just as a racecar must complete a lap before it can begin again, traffic signals need to go through all their signals before repeating to manage the flow of vehicles.

Calculation of Total Start-Up Lost Time

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If t is the start-up lost time for a phase i, then the total start-up lost time per cycle, L = N t, where N is the number of phases.

Detailed Explanation

Start-up lost time refers to the delay incurred when the traffic light changes from red to green. If each phase (the complete signal for a direction) has a start-up lost time of 't' seconds and there are 'N' phases in total, the total start-up lost time for the entire cycle will be 'N multiplied by t.' This considers that each phase experiences this time loss when it starts.

Examples & Analogies

Imagine that each car needs a moment to start moving when the light turns green. If there are four lanes and each lane has a delay of 3 seconds before moving, that adds up! Just like waiting for a train to get moving before it leaves the station.

Total Lost Time Calculation

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If start-up lost time is same for all phases, then the total start-up lost time is L = Nt.

Detailed Explanation

When the start-up lost time is consistent across all traffic signal phases, calculating the total lost time becomes straightforward. By multiplying the number of phases (N) by the time it takes for each phase to get started (t), we can efficiently determine how much time is effectively wasted each cycle due to this start-up time.

Examples & Analogies

Consider making toast in the morning, where each piece of toast takes 2 minutes to start cooking. If you toast 4 pieces at once, your total waiting time (lost time before they are done) is simply 4 times 2 minutes.

Effective Green Time Calculation

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The total effective green time available for the movement in a hour will be one hour minus the total lost time in an hour.

Detailed Explanation

To find the effective green time, which is the actual time that the signal is green and usable for traffic movement, it's calculated by subtracting the total lost time per hour from 3600 seconds (1 hour). This adjustment reflects how long traffic really has the right of way at the intersection.

Examples & Analogies

Imagine you have an hour to study but you spend 15 minutes distracted by your phone. Your effective study time is now just 45 minutes. The same concept applies to traffic signals — the time they’re actually useful is reduced due to lost time.

Maximum Critical Lane Volume Accommodation

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Total number of critical lane volume that can be accommodated per hour is given by V as, V = Tg.

Detailed Explanation

The maximum volume of vehicles that can pass through a lane per hour, known as the critical lane volume, depends on the effective green time (T) available in that hour multiplied by the saturation flow rate (g), which is how many vehicles can typically pass per lane (when the light is green) in that hour. This gives an essential idea of how many cars can realistically be managed during green lights.

Examples & Analogies

Think of it as how many people can fit into an elevator at once. If the elevator can hold 10 people, and it runs every 2 minutes (for a total of 30 times in an hour), you can fit a maximum of 300 people in that hour.

Final Expression for Cycle Length

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Incorporating these two factors in the equation for cycle length, the final expression will be, C = N.t / (1 - Vc / Si × PHF × v).

Detailed Explanation

The final equation for determining cycle length takes into consideration the total start-up lost time, the peak hour factor (PHF), and the ratio of volume to capacity (v/c ratio), providing a comprehensive understanding of how these variables interact to influence the cycle length adjusted for varying traffic conditions. This allows for more efficient traffic signal designs.

Examples & Analogies

It’s like calculating how long a party should last based on how many guests (volume) can fit in your house (capacity), while also accounting for the time it takes for everyone to get to the party (lost time) and how packed your home gets at peak times.

Definitions & Key Concepts

Learn essential terms and foundational ideas that form the basis of the topic.

Key Concepts

  • Cycle Length: The time taken for a signal to complete all phases.

  • Lost Time: Delays preventing effective intersection use.

  • Effective Green Time: The time available for vehicle movement after accounting for lost time.

  • Critical Lane Volume: The maximum number of vehicles accommodated per lane.

  • Peak Hour Factor: Ratio to manage variable traffic conditions.

Examples & Real-Life Applications

See how the concepts apply in real-world scenarios to understand their practical implications.

Examples

  • If a signal cycle length is 60 seconds with 3 phases, and each phase has 2 seconds of lost time, then the total lost time is 6 seconds.

  • For a signal with a saturation rate of 1800 vph and a critical volume of 1200 vph, the cycle length would be adjusted to accommodate these parameters.

Memory Aids

Use mnemonics, acronyms, or visual cues to help remember key information more easily.

🎵 Rhymes Time

  • In traffic signal design, the cycle's a dance, lost time takes a glance, green time gives a chance!

📖 Fascinating Stories

  • Imagine a busy intersection where the traffic signals dance through their phases diligently. Each phase represents a step in a choreography, where lost time sneaks in to disrupt the flow, but with careful calculation, the effective green time brings harmony back to the road.

🧠 Other Memory Gems

  • Remember ‘CLEVER’ for Cycle Length: Cycle, Lost time, Effective, Volume, Effective green time, Ratios!

🎯 Super Acronyms

Use ‘CYCLE’ to memorize

  • C: - Cycle length
  • Y: - Yield lost time
  • C: - Calculate effective green
  • L: - Lane volumes
  • E: - Evaluate your traffic!

Flash Cards

Review key concepts with flashcards.

Glossary of Terms

Review the Definitions for terms.

  • Term: Cycle Length

    Definition:

    The total time taken for a signal to complete one full cycle of indications.

  • Term: Lost Time

    Definition:

    The time when the intersection is not effectively utilized for any movement due to delays.

  • Term: Effective Green Time

    Definition:

    The actual green time available for traffic after accounting for delays.

  • Term: Peak Hour Factor (PHF)

    Definition:

    Ratio of hourly volume to the maximum flow rate during a specified time.

  • Term: Critical Lane Volume

    Definition:

    The maximum number of vehicles that can be accommodated in a lane during a phase.