Title: Isolated Actuation, plus The Dilemma Zone Dilemma
1Isolated Actuation, plusThe Dilemma Zone Dilemma
2Actuated Controller Settings include
- Minimum Green (or Initial)
- Extension (or Passage)
- Volume-Density Variable Initial
- Volume-Density Variable Extension
- Maximum Green (or Maximum Extension)
- Coordination Settings
3Minimum Green Settings
- Clears queue from stop line to first detector
- Typical formula (variations do exist) is the sum
of the startup time plus the time needed for each
car in queue
4Volume Density Variable Initial
- Minimum initial
- Added initial (added per actuation)
- Maximum initial
5Variable InitialDiagram
Red
Green
Yellow
Each actuation increases initial
Maximum Initial
Controller Time Settings
Added Initial
Minimum Initial
Extension
Vehicles Detected
Vehicles Detected
6Variable Initial Settings
- Used in absence of stop-line detector
- Add to the minimum green for each car that passes
over loop - Typically added-per-actuation 2 sec.
- Minimum initial minimum green
- Maximum initial is 2 times the number of cars
that will fit between stop line and loop
7Extension
- Maintains green when density is high
- Typically long enough for extending vehicle to
clear dilemma zone - With dilemma-zone detection, extension is part of
the design - With presence detection, extension long enough
for expected gap
8Extension
- Extension X speed/(length of loop car),
where X depends on your goals
X
9Extension
- Extension value a trade-off in heavy traffic
X?
10Volume Density Variable Extension
- Variable extension (gap reduction)
- Time before reduction
- Minimum gap
- Time to reduce, or reduce by
11Variable ExtensionDiagram
Green
Yellow
Time to Reduce, or Reduce By
Time Before Reduc-tion
Controller Time Settings
Extension
Minimum Gap
Initial Green
First Opposing Call
Gap Out
Vehicles Detected
12Variable ExtensionDiagram
Green
Yellow
Time to Reduce, or Reduce By
Time Before Reduc-tion
Controller Time Settings
Extension
Queue Clearance
Minimum Gap
Queue Gone
Initial Green
First Opposing Call
Gap Out
Vehicles Detected
13Variable Extension Settings
- Extension
- Generous for queue departure 2.5-3 sec.
- Time Before Reduction
- Long enough to clear typical queue
- Time to Reduce
- Typically 5-10 sec.
- Minimum Extension
- Short enough to only allow tight gaps 2 sec.
14Maximum GreenDiagram
Green
Yellow
Red
Maximum Green
Phase timer reaches Max, phase maxes out and
terminates
Controller Time Settings
Maximum Extension
Initial or Minimum Green
Extension
Vehicles Detected
15Maximum Green
- Doesnt care if you have dilemma zone protection
- Doesnt care if the queue is cleared
- Doesnt care if a platoon is arriving, but
- Often the only thing preventing insane cycle
lengths
16Some Biased Questions
- Does the dilemma zone really exist?
- What is the real purpose of dilemma zone
protection? - Prevent accidents from cars going too fast, too
close? - Reward fast drivers with longer green?
17Is There A Better Way?
- To improve safety without rewarding speeders?
- To keep cars from entering intersection
dangerously?
18The Main Problem
- Dilemma zone protection set up at a point where
cars should start to stop, but - Its when they go that causes the problem
- DZ makes the decision to extend the green 6-9
seconds before the problem - Lots of detection infrastructure required, and
sluggish timing unavoidable
19A Solution? (aka Research Needs)
- Delay the crossing green to prevent accidents,
but - Dont extend the green to reward the speeder
- Ergo A variable red clearance interval
20Variable Red Clearance Advantages
- Not concerned with stopping distancestopping
cars are already stopping - Concerned with cars that are still going at the
end of the yellow - Measured close to the stop line, where detection
is cheap and easy - Detects problems where they exist instead of
projecting them 6-9 seconds back
21Disadvantages
- Controllers dont work that way
- Needs research to discover hidden disadvantages
22Summary (Yup, this is biased, too)
- Old methods used fancy timing to work with
limited detection - New methods use fancy detection layouts that add
more and more green time to serve less and less
traffic - None solve the problem Clearance problems should
affect clearance intervals, not green time