
88 CHAPTER 7 CHANNELS-ALERTS-ZONES
%Utilization
Time Headway
Required
Flow Rate
%Utilization
Ideal
Flow Rate
=
x
=
Figure 7.26 – Equation for Dynamic Density Vehicle Count Threshold
Consequently, the Dynamic Density Count Requirement (DDCR) calculated by the Dy-
namic Density lter is computed as shown in Figure 7.27.
Time Headway x Instantaneous Mean Speed in Zone
%Utilization x Lane Tuning Factor x Zone Size
Dynamic Density
Count Requirement
(DDCR)
= Round
Figure 7.27 – Dynamic Density Count Requirement Equation
If the number of qualied detections is equal to or greater than the DDCR, then the Dy-
namic Density requirement has been satised and the zone output will be activated.
Table 7.1 below reviews the components of the Dynamic Density lter. e number of qual-
ied detections and their average speed is detected by the sensor. en based upon values
of Zone Size, % Utilization, Tuning Factor, and headway parameters entered by the user, the
DDCR will be calculated and the zone output determined.
Component Description
Detected by the Sensor
Qualified Count The number of vehicles that meet a
zone’s range, speed and ETA filters.
Speed The average speed of all qualified detec-
tions in the specified zone, as calculated
by the sensor (ft per second).
Entered by the User
Zone Size The length of the specified zone (ft.).
%Utilization Specified by the user (%).
Tuning Factor Specified by the user.
Headway Specified by the user (seconds per ve-
hicle).
Table 7.1 – Description of Dynamic Density Equation
Click in the display area beneath the Dynamic Density label to edit the Dynamic Density
lter (see Figure 7.28).
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