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.

A

Occupancy

17
Q

Formula of Occupancy

A

O = βˆ‘L / 𝑑

18
Q

Rate of change of distance with respect to time

A

Speed

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

A

Gap (g)

22
Q

The distance between common points on successive vehicle

A

Space (S)

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

A

H = 1/q

25
Q

Formula for gap

A

G = H - Vehicle Length (in time)

26
Q

Formula for Space

A

S = 1/k

27
Q

Formula for clearance

A

S - Vehicle Length (in distance)

28
Q

The average speed that a motorist would travel if there were no congestion

A

Free Flow Speed

29
Q

The maximum density under free flow

A

Critical density (kc or Do)

30
Q

The maximum density under congestion

A

Jam Density (kj or Dj)

31
Q

The maximum number of vehicles that can pass a given point on a lane or roadway for one hour

A

Maximum Capacity (qcap)

32
Q

Formula for Jam Density

A

Kj = 4qcap / πœ‡f

33
Q

Another formula to solve for density

A

q = Kπœ‡f - (πœ‡f/Kj) (KΒ²)