MODULE 5: Traffic Flow Flashcards

1
Q

Is the study of interactions between travelers (humans and vehicles) and infrastructures.

A

Traffic Flow

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2
Q

It is the arithmetic mean of speed of all vehicles passing a point during a specified interval of time.

A

Time Mean Speed (πœ‡π‘‘)

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3
Q

Formula for Time Mean Speed

A

πœ‡π‘‘ = βˆ‘πœ‡π‘– / 𝑛

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4
Q

Is the harmonic mean of speed of vehicles occupying a relatively long section of street or highway at a given instant.

A

Space Mean Speed (πœ‡π‘ )

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5
Q

Formula for Space Mean Speed if the distance is same or constant but different times

A

πœ‡π‘  = 𝑛𝑑 / βˆ‘π‘‘π‘–

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6
Q

Formula for Space Mean Speed for different distances but same time

A

πœ‡π‘  = βˆ‘π‘‘ / 𝑛𝑑𝑖

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7
Q

Formula for variance

A

πœ‡π‘‘ = πœ‡π‘  + (𝜎² / πœ‡π‘ )

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8
Q

Formula for Standard Deviation

A

𝜎 = √variance

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9
Q

The time mean speed will always be _____ than space mean speed

A

greater

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10
Q

The number of vehicles per unit time passing a point in space and is usually expressed in vehicles per hour

A

Flow (q)

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11
Q

The number of vehicles counted in a specified time interval

A

Volume (q)

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12
Q

Ratio of the total hourly volume to the maximum rate of flow within the hour

A

Peak Hour Factor (PHF)

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13
Q

Formula for Peak Hour Factor

A

PHF = Hourly Volume / (60/15)*(Highest Volume)

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14
Q

The number of vehicles per unit distance occupying a section of a roadway at a given instant time and is usually measured in vehicles per mile or per kilometer.

A

Density

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15
Q

Formula for Density

A

K = n/d

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16
Q

The ratio of the sum of the lengths of the vehicles to the length of the road section in which those vehicles are present.

17
Q

Formula of Occupancy

A

O = βˆ‘L / 𝑑

18
Q

Rate of change of distance with respect to time

19
Q

The reciprocal of speed

A

Rate of travel

20
Q

The time elapsed between common points on successive vehicle

A

Headway (H)

21
Q

The time elapsed between the rear of one vehicle to the front of the next vehicle

22
Q

The distance between common points on successive vehicle

23
Q

The distance between the rear of one vehicle to the front of the next vehicle

A

Clearance (c)

24
Q

Formula for headway

25
Formula for gap
G = H - Vehicle Length (in time)
26
Formula for Space
S = 1/k
27
Formula for clearance
S - Vehicle Length (in distance)
28
The average speed that a motorist would travel if there were no congestion
Free Flow Speed
29
The maximum density under free flow
Critical density (kc or Do)
30
The maximum density under congestion
Jam Density (kj or Dj)
31
The maximum number of vehicles that can pass a given point on a lane or roadway for one hour
Maximum Capacity (qcap)
32
Formula for Jam Density
Kj = 4qcap / πœ‡f
33
Another formula to solve for density
q = Kπœ‡f - (πœ‡f/Kj) (KΒ²)