discussions Flashcards

(41 cards)

1
Q

The number of vehicles (n) passing some
designated roadway point in a given time interval
(t)

A

Flow (q)

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2
Q
  • Units typically vehicles/hour
  • Volume typically refers to flow in an hour
A

Flow (q)

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3
Q

Flow is constantly _____

A

varying

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4
Q

peak 15-minute flow
within the hour of interest.

A

Analysis flow rate

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5
Q

How much space do you leave
between vehicles?

A
  • 2 chevrons!
  • Depends on speed
  • Varies for each person
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6
Q

The distance (ft) between successive
vehicles in a traffic stream, as measured
from front bumper to front bumper

A

Spacing

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7
Q

the number of vehicles over a length of
freeway

A

Density

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8
Q

– Measured by loop detectors
– The percent of time the loop is covered by a
vehicle

A

Occupancy

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9
Q

The time (in seconds) between successive
vehicles, as their front bumpers pass a
given point.

A

Headway (h)

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10
Q

The average speed of vehicles that pass
by a specific point in space over a specific
time period

A

TMS

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11
Q

Time necessary for a vehicle to travel a
length of roadway

A

SMS

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12
Q

– Taken at a specific point
– Average of instantaneous speeds

A

Time mean speed

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13
Q

– Harmonic speed
– Look at a segment of roadway
– Average speed of all vehicles in that segment

A

Space mean speed (u)

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14
Q
  • Arithmetic mean of speeds observed at some
    point
  • Easy to measure
A

Time Mean Speed

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15
Q
  • It is the harmonic mean
  • Used in traffic models, but harder to measure
A

Space Mean Speed

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16
Q
  • The number of vehicles (n)
    occupying a given length (l)
    of a lane or roadway at a
    particular instant
  • Unit of density is vehicles
    per mile (vpm).
A

Density (k - konzentration)

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17
Q
  • Number of vehicles in
    length of segment
  • Inverse of average spacing
18
Q
  • A model for the relationship
    between flow, density, and
    speed
  • Represents idealized
    behavior and fundamental
    relationships
  • Useful for traffic analysis
A

Traffic Flow Theory

19
Q

The speed at which vehicles will travel
unimpeded

A

Free-flow speed (uf)

20
Q

The density of vehicles in stopped traffic

A

Jam density (kj)

21
Q

The maximum flow a section of roadway can
maintain

A

Capacity (qm)

22
Q

______ can easily be measured by remote
sensing, but has historically been difficult to
measure
– Use occupancy obtained from loop-detectors

23
Q

TMS more easy to measure than SMS
– Use correction or approximation
– Easy to measure with remote sensing (GPS)

24
Q
  • Flow is easy to measure
  • Occupancy is measure of density
  • Only need to measure 2 of 3
25
_____________ decreases when a car is on top of it.
Loop inductance
26
Single loops can measure:
– Occupancy (O): % of time loop is occupied per interval – Volume (N): vehicles per interval
27
How do you estimate speed from a single loop detector?
* You know how long it took the object to pass over the detector * You know the percent of time (in a short interval) the loop was covered by a vehicle
28
PHF
peak hour factor
29
used to account for the variation of traffic flow within the peak hour itself
peak hour factor (PHF)
30
defined as the maximum hourly rate at which persons or vehicles can reasonably be expected to transverse a point or uniform section of a lane or roadway during a given time period under prevailing roadway, traffic, and control conditions.
Capacity
31
a qualitative description of how a certain facility is performing.
level of service (LOS)
32
PHPM
Philippine Highway Planning Manual
33
uses qualitative measures that characterize operational conditions within a traffic stream and perception of these conditions by motorists and passengers.
LOS concept
34
defined as the number of vehicles in a given length of road at an instant point in time.
Density
35
the time interval between passage of consecutive vehicles at a specified point on the road with a unit of time per vehicles.
Time headway
36
the distance between two vehicles measure from the front bumper of a vehicle to that of another.
Spacing
37
It can only be measure, however, if a detector is installed at a specific point on the carriageway. It is defined as the total time of a detector is occupied divided by the total time of observation.
time occupancy
38
the motion or propagation of a change in density and flow
Shock wave
39
occur when there is a change in the travel condition on the roadway that affect the stream flow.
shock wave
40
are associated with a particular vehicle in the stream slowing down or stopping
Shock waves
41
might be associated with the pressure being released and a traffic jam dissipating
shock wave