Chapter 2 Flashcards

(40 cards)

1
Q

What are some of the uses for traffic analysis?

A

Quantifying measures of performance (ex: real time capacity assessment and incident detection)

Establishing trends in traffic growth as a basis for future investments (ex: when will a highway reach max capacity?)

Determining when a traffic signal is necessary at an intersection

Assessing the impact of new infrastructure (ex: traffic impact of new highway bridge)

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2
Q

What are some of the old technologies used to collect traffic data?

A

Pneumatic road tubes (across one or more likes of a roadway)

Loop detector

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3
Q

What are the two types of loop detectors? How are they different?

A

Single loops and double loops

Double loops are two consecutive single loop detectors placed a short distance apart

Double loops are better at capturing vehicle speed of a traffic stream

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4
Q

Briefly describe how a loop detector works.

A

The inductance through the loop is measured over time

When a metal vehicle passes over the loop, the inductance is briefly interrupted

Look at when the inductance is interrupted for the time stamps of vehicles passing

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5
Q

What are the two parameters that can be measured with single loops?

A

Occupancy (o): % of the time loop is occupied per interval

Volume (n): vehicles per interval

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6
Q

How do you calculate the speed for a double loop detector?

A

Speed = distance between detectors / (time of detection at second loop - time of detection at first loop)

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7
Q

How do you calculate the vehicle length for a double loop detector?

A

Vehicle length = speed × average of the on-times for the loop detectors (how long they’re activated for)

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8
Q

What are vehicle lengths calculated from double loop detectors used for?

A

Classifying vehicles into different categories, such as truck and passenger cars

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9
Q

What are some examples of modern traffic data collection technologies?

A

Radar

Magnetic sensors

Video-based sensor (thermal video cameras, visual spectrum)

Lidar

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10
Q

What are the two types of sensors used for traffic sensing?

A

Point-based: look at a specific point over time (ex: radar)

Trajectory-based: look at a specific vehicle at multiple points along its trajectory (ex: video based sensors such as thermal video and 3D LiDAR)

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11
Q

What sort of data can be collected from point-based sensors?

A

Vehicle speed (per lane)

Vehicle classification

Time headway and spacing

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12
Q

What are some advantages and disadvantages of point-based speed data?

A

Advantages:

They are often non-intrusive and therefore have limited impact on traffic during installation

They are often wireless

Disadvantages:

They usually come at a high cost (both the sensors themselves and the required infrastructure to support them)

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13
Q

What are some examples of sensors providing point-based speed data?

A

Radar-based sensors

Magnetic sensors

Lidar sensors

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14
Q

What are some examples of sensors providing trajectory-based speed data?

A

Video-based sensors for tracking (using computer vision)

Video-based sensors for license plate recognition

Thermal video

Bluetooth, radio frequency identification

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15
Q

Describe the general flow of information through traffic management centers

A

Real-time traffic data (and historical data) is fed to traffic models which give real-time traffic estimation and prediction

Descriptive conditions and predictions are given to traffic management centers which then give the network guidance (variable message signs), signal controls, etc.

The network responds to these inputs and a surveillance system collects the real-time traffic data to again be inputted into the traffic models

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16
Q

Define intelligent transportation systems (ITS).

A

The application of advanced and emerging technologies (computers, sensors, etc.) in transportation to save lives, time, money, energy, and the environment

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17
Q

What are the three main parameters used to describe the traffic flow (give their units too)?

A

q: flow (veh/h)

u: speed (km/h)

k: density (veh/km)

18
Q

What are uninterrupted flows? Where can they be seen?

A

Flows that operate free from the influence of traffic control devices such as signals and stop signs

Ex: freeways, multilane highways, two-lane highways

19
Q

What are interrupted flows? Where can they be seen?

A

Traffic streams that operate under the influence of signals and stop signs

Ex: streets or intersections in urban areas

Note that environmental conditions (such as weather or time of day) can also affect the flow of traffic

20
Q

Define traffic flow (rate).

A

The number of vehicles over any period of time.

q = n / t

21
Q

What is the difference between volume and flow rate?

A

Volume is the actual number of vehicles passing a point during a given time period

Flow rate is the number of vehicles passing a point during a time interval but usually expressed as an equivalent hourly rate

22
Q

What are the two types of speed? How are they different? What kind of technologies find each?

A

Time-mean speed: the average of actual vehicle speeds at one single observation point (usually found through radar)

u_t = sum(u_i) / n

Space-mean speed: the speed based on the time necessary for a vehicle to travel a known length of roadway; need at least two observation points (often through double loop detectors, Bluetooth sensors, cameras)

u_s = l / t_avg
t_avg = sum(t_i) / n

Also: u_s = n / sum(1 / u_i)

23
Q

Define traffic density.

A

The number of vehicles present on a given length of roadway

k = n / l

24
Q

Define time headway.

A

The time elapsed between the arrival of a leading vehicle and the following vehicle at a designated point

25
How are headways related to total time?
The total time interval is the sum of the individual headways
26
How are headways related to one of the three main flow parameters?
q = 1 / h Note that here h is the average headway between vehicles
27
Define spacing.
The distance between successive vehicles in a traffic stream (measured bumper to bumper)
28
How is spacing related to total length?
The total length of the roadway is the sum of the individual vehicle spacings
29
How is spacing related to one of the three main flow parameters?
k = 1 / s Note that here s is the average spacing between vehicles
30
What are the objectives of speed studies?
Determining real-time performance (existing speeds) Identifying problems with roadway geometry or over-speeding issues Determining the impact on speed of engineering interventions (such as traffic calming measures, changes in traffic signs, pavement markings, signals)
31
What are the steps to performing a speed study?
1. Create a study plan (problem definition, date/time, site pre-selection) 2. Select technology 3. Select sites (corridors/areas) 4. Collect and analyze data (for short/long term period)
32
What are some traffic calming measures that can be implemented?
Radar speed display signs Markers for pedestrian crossing (or zone) Median installation Traffic delineators (posts) Curb extensions
33
What are microscopic vs macroscopic measures?
Microscopic measures: represent characteristics specific to individual pairs of vehicles within the traffic stream (time headway and spacing) Macroscopic (aggregate) measures: represent characteristics of the traffic stream in aggregate (flow, average speed, density)
34
What type of speed is used for flow-speed-density relationships?
Space-mean speed
35
What is the fundamental relationship between macroscopic measures of a traffic stream (regardless of whether there is a linear assumption)?
q = u×k
36
Describe the linear speed-density model (equation and graph).
u = u_f × [1 - (k / k_j)] Negative linear graph with y-intercept of free flow speed (u_f) and x-intercept of jam density (k_j)
37
Describe the linear flow-density model (equation and graph).
q = u_f × [ k - (k² / k_j)] Upside down parabola with zeroes at 0 and jam density (k_j). The vertex is at the density of capacity (k_cap) and has a value of the flow at capacity (q_cap). To the left of the vertex is uncongested flow. To the right of the vertex is congested flow.
38
Describe the linear speed-flow model (equation and graph).
q = k_j × [ u - (u² / u_f)] Horizontal parabola (opening left) with y-intercepts at 0 and free flow speed (u_f). The vertex is at the flow of capacity (q_cap) and has a value of the speed at capacity (u_cap). Above the vertex is uncongested flow. Below the vertex is congested flow.
39
What are the parameters at capacity for a linear relationship in terms of free flow speed and jam density?
k_cap = k_j / 2 u_cap = u_f / 2 q_cap = u_f × k_j / 4
40