1 - Traffic Engineering Basics Flashcards

1
Q

What is flow?

A

The average number of vehicles passing a given point per unit time.

q = N/T

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2
Q

What are the units of flow?

A

Vehicles per hour or vehicles per day

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3
Q

What is the journey speed?

A

The average speed of a vehicle on a journey, including stops

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4
Q

What is the running speed?

A

Journey speed excluding stops

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5
Q

What is spot speed?

A

The speed of an individual vehicle measured instanteuously at a given point

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6
Q

What is time mean spead?

A

The average mean speed of all the vehicles at a given point during a period of time.

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7
Q

What is the space mean speed?

A

The average speed of all the vehicles along the given road segment at a typical instant in time.

= length of road segment / average time to traverse road segement.

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8
Q

For steady flows, where the concentration and speed do not vary much from their means, what equation relates the time mean speed and the space mean speed?

A

Time mean speed = space mean speed + variance^2 / space mean speed

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9
Q

What is the concentration?

A

The average number of vehicles present at a typical instant on a road of unit length

K = N / L

units veh/km

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10
Q

What is ‘gap’ and what are its units?

A

Gap is the interval between the rear of a behicle and the front of the following vehicle

m if measured in space
s if measured in terms of time

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11
Q

WHat is the mean time headway?

A

The avergae time interval between successive vehicles, measured from head to head.

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12
Q

For steady flows, what does the mean time headway equal?

A

1 / q , q being the flow

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13
Q

What is the mean time headway if q = 2000 veh/hr?

A

Mean time headway = 1 / 2000 * 3600 = 1.8s

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14
Q

What is the mean distance headway?

A

h,d is the average distance between successive vehicles, measured from head to head

h,d = 1/K K being the concentration

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15
Q

What is the mean distance headway h,d if K = 60veh/km?

A

h,d = 1/60 * 1000 = 16.7m

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16
Q

What does the space mean speed * the time mean headway equal?

A

The distance headway

17
Q

What is the fundamental relationship of traffic flow?

A

Flow = concentration * space mean speed

q = kv,s

18
Q

As concentration increases, what happens to the speed of vehicles?

A

The spacing between vehicles decreases and drivers react by lowering their speeds

19
Q

What does greenshields theory suggests happens to speed as concentration increases?

A

The speed decreases linearly

20
Q

What is K,j?

A

The jam (maximum) concentration

21
Q

What is the fundamental diagram?

A

The graph of flow vs concentration.

22
Q

What concentration is the flow optimised at?

A

Kopt, the flow is known as the capacity , qmax of the road.

23
Q

When analysing a Greenshields concentration - flow graph, what does the slope to the origin at any point on the line represent?

A

The space mean speed

24
Q

When the concentration is greater than Kopt, what happens?

A

The traffic becomes highly congested and unstable

28
Q

Name 4 physical characteristics of the orad that the fundamental capacity of the road depends on:

A

-width
-number and types of intersections
-alignment
-road surace

29
Q

Name some environemental and operating condtions that effect the shape of the fundamental diagram:

A

-weather
-level of pedestrain activity
-number of parked vehicles
-frontage activity

30
Q

What is free flow?

A

When speed and flow are ver high, speeds restricted by legal restrictions or highway geometry

31
Q

What is unstable flow?

A

Speed is at near or optimal of the roads capacity, speeds fluctutate, momentary stoppages

32
Q

What is forced flow?

A

Congestion, so low speeds, long and short stoppages, flow reduced to below capacity.

35
Q

What is q,fmax?

A

The maximum flow rate at which the free-flow space mean speed is obtained

36
Q

When flow exceeds capacity, what is used instead of space mean speed?

A

Link journey speed

37
Q

What is the total time on link equal to?

A

Time taken to traverse the link at flow qmax + waiting time representing the effect of queuing at the link exit

38
Q

What is the waiting time representing the effect of queuing at a lin exit ?