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‫ﯾﺔ‬‫ر‬‫اﳌﺮو‬ ‫ﻠﺴﻼﻣﺔ‬ ‫اﻟﺴﻌﻮدﯾﺔ‬ ‫اﻣﻜﻮ‬‫ر‬ٔ
Aramco Chair for Traffic Safety Research
Fall 2021/ ElDessouki 103
. TTENG 441 Traffic Engineering
Basic Statistics: Review
 What is Statistics?
 The art of abstracting Real World via sampling and deriving general
“estimates” that describes the Real World at a certain degree of confidence.
Fall 2021/ ElDessouki 104
Real World
sample
Sample Date
&
Data Reduction
Descriptive
Measures for
Real World
(@ deg. Of
confidence)
Math.
Model
Decision
Making
&
Design
. TTENG 441 Traffic Engineering
Basic Statistics: Review
When do we need Statistics?
When we can not measure all the data values for the
population.
Before starting: What do we need to address?
 Sample Size (how many measurements are sufficient?)
 What Confidence should I have in the results?
 What statistical model distribution (math model) that better
describes the observed data?
 Did a traffic engineering solution affected the status of the
Real World significantly?(before & after analysis)
Fall 2021/ ElDessouki 105
. TTENG 441 Traffic Engineering
Basic Statistics:
Sample Reduction & Visualization
Frequency Histogram
Fall 2021/ ElDessouki 106
Cumulative Frequency
Percentile %
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
55 65 75 85 95 105 115 125 135
Cumulative
Frequency%
Observations
0
5
10
15
20
25
30
35
55 65 75 85 95 105 115 125 135
Frequency
Observations
. TTENG 441 Traffic Engineering
Basic Statistics:
Common Statistical Estimators
Mean:
Fall 2021/ ElDessouki 107
ns
Observatio
of
number
N
i
n
observatio
x
mean
sample
x
where
N
x
x
i
N
i
i






)
(
:
1
Median:
- Is the middle value of all
the sample data ( i.e. 50%
of the data are above this
value)
Mode:
Is the value that occurs most
frequently
 Measures of Central Tendency:
. TTENG 441 Traffic Engineering
Basic Statistics:
Common Statistical Estimators
Variance:
Fall 2021/ ElDessouki 108
ns
Observatio
of
number
N
i
n
observatio
x
mean
sample
x
Variance
sample
S
where
N
x
x
S
i
N
i
i









)
(
:
)
1
(
)
(
2
1
2
2
Standard Deviation:
 Measures of Dispersion:
Variance
sample
S
Deviation
dard
S
S
where
N
x
x
S
S
N
i
i








2
1
2
2
tan
:
)
1
(
)
(
. TTENG 441 Traffic Engineering
Basic Statistics:
Common Statistical Estimators
Coefficient of Variation:
The ratio between the standard
deviation and the mean.
Fall 2021/ ElDessouki 109
mean
sample
x
deviation
Standard
STD
Variation
of
t
Coefficien
C
where
x
STD
C




var
var
:
Skewness:
Describes the asymmetry in the
data sample.
 Measures of Dispersion:
STD
mode)
mean
Skewness


(
. TTENG 441 Traffic Engineering
Basic Statistics:
Common Statistical Estimators
Fall 2021/ ElDessouki 110
 In Class Example
. TTENG 441 Traffic Engineering
Basic Statistics:
Common Statistical Estimators
Fall 2021/ ElDessouki 111
 MS Excel Functions:
 Mean  = average(range array)
 Mode  = mode(range array)
 Median  = median(range array)
 Variance  = var(range array)
 Standard Deviation  = stdev( range array)
 Skewness  = skew( range array)
. TTENG 441 Traffic Engineering
Basic Statistics:
Useful MS Excel Functions
Fall 2021/ ElDessouki 112
 For Plotting Frequency Diagram:
For a sample of speed observations do the following:
 Delete the lowest value and the highest value from the sample because those
are called “outliers”
 Define the range of the data using the functions:
=min(data range) & = max(data range)
 Divide that range into equal intervals
 Estimate the frequency of values grater than the lower limit of each interval
, use the following functions:
= freq(data range, “> value”)
 Subtract the values from the previous interval, then you get the frequency
for that interval.
 The sum of all values should be the number of observations (N)
 Define the mid of the interval as (x) and the freq. of interval as (y)
 PLOT using column chart type
. TTENG 441 Traffic Engineering
Basic Statistics:
Useful MS Excel Functions
Fall 2021/ ElDessouki 113
 Plotting Cumulative Frequency% Diagram:
For the same sample do the following:
 Define a percentile sequence (y) starting from 0% to 100% in 5%
increments.
 For each percentile value (y) in the sequence determine the
corresponding observation value (x):
= Percentile(data range, percentile value (y))
 Plot using XY- line chart type
. TTENG 441 Traffic Engineering
Basic Statistics:
Normal Distribution and Its Applications
Fall 2021/ ElDessouki 114
 The Normal Distribution:
 The most common statistical distributions is the normal distribution,
known also as the ”Bell Curve”
 The normal distribution is a “continuous distribution”, i.e. it is used for
continuous variables, such as: Speed, Time, Temperature, …etc.
 Probability density function , f(x),
. TTENG 441 Traffic Engineering
Basic Statistics: Normal Distribution and Its
Applications
Fall 2021/ ElDessouki 115
 The Standard Normal
Distribution:
 Is a normalized form of the Normal
Distribution, to handle the
integration of probability density
function.
 The true variables are normalized
and converted to an equivalent (z)
value as following:
. TTENG 441 Traffic Engineering
Basic Statistics:
Normal Distribution and Its Applications
Fall 2021/ ElDessouki 116
 The Standard Normal Distribution (Cont.):
 Then, the integration of the probability density function F(z) can be estimated
using the standard tables for the z value.
. TTENG 441 Traffic Engineering
Basic Statistics:
Normal Distribution and Its Applications
Fall 2021/ ElDessouki 117
 Characteristics of the Standard Normal Distribution:
 Mean = Median= Mode
 Area under the curve (probability) distributed as shown below:
. TTENG 441 Traffic Engineering
Basic Statistics:
Normal Distribution and Its Applications
Fall 2021/ ElDessouki 118
 Characteristics of the Standard Normal Distribution (cont.):
 The distribution of the observations is as following:
. TTENG 441 Traffic Engineering
100%
99.7%
that
assumed
usually
is
it
ty,
practicali
For
:
Note
S.D.
3.00
within
are
ns
observatio
the
of
99.7%
S.D.
2.00
within
are
ns
observatio
the
of
95.5%
S.D.
1.96
within
are
ns
observatio
the
of
95.0%
S.D.
1.00
within
are
ns
observatio
the
of
68.3%









Basic Statistics:
Standard Error, True Mean & Sample Size
Fall 2021/ ElDessouki 119
 Standard Error:
The standard error (E) in the sample mean ( X ) is
function in the sample size and the standard deviation of
the population ( the sample SD can be used instead):
size
sample
the
is
-
N
instead
used
be
can
sample
the
for
SD
The
population
the
for
deviation
standard
the
is
-
where
N
E



. TTENG 441 Traffic Engineering
Basic Statistics:
Standard Error, True Mean & Sample Size
Fall 2021/ ElDessouki 120
 True Mean: m
The standard error (E) for the sample mean ( X ) is
assumed to follow a Normal Distribution around the true
mean (  ). Hence:
mean
sample
the
is
-
X
sample
the
of
error
standard
the
is
-
E
where
99.5%)
Confidence
of
Degre
(at
E
X
95%)
Confidence
of
Degree
(at
E
X
67%)
Confidence
of
Degree
(at
E
X
00
.
3
96
.
1
00
.
1









. TTENG 441 Traffic Engineering
Basic Statistics:
Standard Error, True Mean & Sample Size
Fall 2021/ ElDessouki 121
 Sample Size:
For a given allowable error ( err ) and a specific degree
of confidence , the sample size ( N ) can be determined as
following:
mean
true
the
in
error
allwable
maximum
-
err
sample
the
of
deviation
standard
the
is
-
SD
where
99.5%)
Confidence
of
Degre
(at
err
SD
N
95%)
Confidence
of
Degre
(at
err
SD
N
67%)
Confidence
of
Degre
(at
err
SD
N
2
2
2
























)
00
.
3
(
)
96
.
1
(
. TTENG 441 Traffic Engineering
Basic Statistics: Poisson Distribution
Poisson Distribution:
The Poisson distribution is known in traffic engineering as the “counting” distribution. It
has the clear physical meaning of several events (x) occurring in a specified counting
interval of duration (t) and is a one-parameter distribution with:
Where:
P(x)- Probability of (x) number of events occurring in a period (t)
(m)- is the average rate of occurrence of events in a period (t)
Example:
If the average number of accidents was 12 accident per year.
What is the probability of: m = 12 acc/yr = 1 acc/m
1 accident per month x = 1 m = 12 acc/yr  1 acc/m
2 accidents per month x=2
0 accidents per month x = 0
!
*
)
(
x
m
e
x
P
x
m


Fall 2021/ ElDessouki 122
. TTENG 441 Traffic Engineering
Basic Statistics: Poisson Distribution
Example:
If the average number of accidents was 12 accident per year.
What is the probability of:
a. 1 accident occurring per month?
b. 2 accidents occurring per month?
c. a month passing with no accidents?
Fall 2021/ ElDessouki 123
. TTENG 441 Traffic Engineering
Basic Statistics:
Poisson Distribution - Time Headways & Gaps:
What is the meaning of a probability of X=0?
It implies that there is no events occurring in that time period.
Hence, a time gap (t -sec) occurring in a flow (V -veh /hr) is
basically the probability of 0 vehicle arriving (i.e. X= 0) in a
time headway (h) that is >= to that gap. (i.e. h >= t)
Then: the average arrival rate in time period (t), will be
m = V * t /3600,
Then the probability of time gaps >= t will be:
3600
/
*
0
!
0
*
)
( t
V
m
m
e
e
m
e
t
h
P 






Fall 2021/ ElDessouki 124
. TTENG 441 Traffic Engineering
3600
/
*
*
)
(
* t
V
e
V
t
h
P
V
t
gaps
of
Number 




Basic Statistics:
Poisson Distribution - Time Headways & Gaps (cont.):
Estimation of the number of passing gaps:
Assuming that the follow up passing vehicle will need a time gap
that is equal to the lead vehicle, then:
Example:
...)
(
*
3600
/
4
*
3600
/
3
*
3600
/
2
*
3600
/
*









t
V
t
V
t
V
t
V
e
e
e
e
V
gaps
Passing
of
Number
Fall 2021/ ElDessouki 125
. TTENG 441 Traffic Engineering

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Tteng 441 traffic engineering fall 2021 part2

  • 1. ‫ﺮﳼ‬ ‫ﯾﺔ‬‫ر‬‫اﳌﺮو‬ ‫ﻠﺴﻼﻣﺔ‬ ‫اﻟﺴﻌﻮدﯾﺔ‬ ‫اﻣﻜﻮ‬‫ر‬ٔ Aramco Chair for Traffic Safety Research Fall 2021/ ElDessouki 103 . TTENG 441 Traffic Engineering
  • 2. Basic Statistics: Review  What is Statistics?  The art of abstracting Real World via sampling and deriving general “estimates” that describes the Real World at a certain degree of confidence. Fall 2021/ ElDessouki 104 Real World sample Sample Date & Data Reduction Descriptive Measures for Real World (@ deg. Of confidence) Math. Model Decision Making & Design . TTENG 441 Traffic Engineering
  • 3. Basic Statistics: Review When do we need Statistics? When we can not measure all the data values for the population. Before starting: What do we need to address?  Sample Size (how many measurements are sufficient?)  What Confidence should I have in the results?  What statistical model distribution (math model) that better describes the observed data?  Did a traffic engineering solution affected the status of the Real World significantly?(before & after analysis) Fall 2021/ ElDessouki 105 . TTENG 441 Traffic Engineering
  • 4. Basic Statistics: Sample Reduction & Visualization Frequency Histogram Fall 2021/ ElDessouki 106 Cumulative Frequency Percentile % 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% 55 65 75 85 95 105 115 125 135 Cumulative Frequency% Observations 0 5 10 15 20 25 30 35 55 65 75 85 95 105 115 125 135 Frequency Observations . TTENG 441 Traffic Engineering
  • 5. Basic Statistics: Common Statistical Estimators Mean: Fall 2021/ ElDessouki 107 ns Observatio of number N i n observatio x mean sample x where N x x i N i i       ) ( : 1 Median: - Is the middle value of all the sample data ( i.e. 50% of the data are above this value) Mode: Is the value that occurs most frequently  Measures of Central Tendency: . TTENG 441 Traffic Engineering
  • 6. Basic Statistics: Common Statistical Estimators Variance: Fall 2021/ ElDessouki 108 ns Observatio of number N i n observatio x mean sample x Variance sample S where N x x S i N i i          ) ( : ) 1 ( ) ( 2 1 2 2 Standard Deviation:  Measures of Dispersion: Variance sample S Deviation dard S S where N x x S S N i i         2 1 2 2 tan : ) 1 ( ) ( . TTENG 441 Traffic Engineering
  • 7. Basic Statistics: Common Statistical Estimators Coefficient of Variation: The ratio between the standard deviation and the mean. Fall 2021/ ElDessouki 109 mean sample x deviation Standard STD Variation of t Coefficien C where x STD C     var var : Skewness: Describes the asymmetry in the data sample.  Measures of Dispersion: STD mode) mean Skewness   ( . TTENG 441 Traffic Engineering
  • 8. Basic Statistics: Common Statistical Estimators Fall 2021/ ElDessouki 110  In Class Example . TTENG 441 Traffic Engineering
  • 9. Basic Statistics: Common Statistical Estimators Fall 2021/ ElDessouki 111  MS Excel Functions:  Mean  = average(range array)  Mode  = mode(range array)  Median  = median(range array)  Variance  = var(range array)  Standard Deviation  = stdev( range array)  Skewness  = skew( range array) . TTENG 441 Traffic Engineering
  • 10. Basic Statistics: Useful MS Excel Functions Fall 2021/ ElDessouki 112  For Plotting Frequency Diagram: For a sample of speed observations do the following:  Delete the lowest value and the highest value from the sample because those are called “outliers”  Define the range of the data using the functions: =min(data range) & = max(data range)  Divide that range into equal intervals  Estimate the frequency of values grater than the lower limit of each interval , use the following functions: = freq(data range, “> value”)  Subtract the values from the previous interval, then you get the frequency for that interval.  The sum of all values should be the number of observations (N)  Define the mid of the interval as (x) and the freq. of interval as (y)  PLOT using column chart type . TTENG 441 Traffic Engineering
  • 11. Basic Statistics: Useful MS Excel Functions Fall 2021/ ElDessouki 113  Plotting Cumulative Frequency% Diagram: For the same sample do the following:  Define a percentile sequence (y) starting from 0% to 100% in 5% increments.  For each percentile value (y) in the sequence determine the corresponding observation value (x): = Percentile(data range, percentile value (y))  Plot using XY- line chart type . TTENG 441 Traffic Engineering
  • 12. Basic Statistics: Normal Distribution and Its Applications Fall 2021/ ElDessouki 114  The Normal Distribution:  The most common statistical distributions is the normal distribution, known also as the ”Bell Curve”  The normal distribution is a “continuous distribution”, i.e. it is used for continuous variables, such as: Speed, Time, Temperature, …etc.  Probability density function , f(x), . TTENG 441 Traffic Engineering
  • 13. Basic Statistics: Normal Distribution and Its Applications Fall 2021/ ElDessouki 115  The Standard Normal Distribution:  Is a normalized form of the Normal Distribution, to handle the integration of probability density function.  The true variables are normalized and converted to an equivalent (z) value as following: . TTENG 441 Traffic Engineering
  • 14. Basic Statistics: Normal Distribution and Its Applications Fall 2021/ ElDessouki 116  The Standard Normal Distribution (Cont.):  Then, the integration of the probability density function F(z) can be estimated using the standard tables for the z value. . TTENG 441 Traffic Engineering
  • 15. Basic Statistics: Normal Distribution and Its Applications Fall 2021/ ElDessouki 117  Characteristics of the Standard Normal Distribution:  Mean = Median= Mode  Area under the curve (probability) distributed as shown below: . TTENG 441 Traffic Engineering
  • 16. Basic Statistics: Normal Distribution and Its Applications Fall 2021/ ElDessouki 118  Characteristics of the Standard Normal Distribution (cont.):  The distribution of the observations is as following: . TTENG 441 Traffic Engineering 100% 99.7% that assumed usually is it ty, practicali For : Note S.D. 3.00 within are ns observatio the of 99.7% S.D. 2.00 within are ns observatio the of 95.5% S.D. 1.96 within are ns observatio the of 95.0% S.D. 1.00 within are ns observatio the of 68.3%         
  • 17. Basic Statistics: Standard Error, True Mean & Sample Size Fall 2021/ ElDessouki 119  Standard Error: The standard error (E) in the sample mean ( X ) is function in the sample size and the standard deviation of the population ( the sample SD can be used instead): size sample the is - N instead used be can sample the for SD The population the for deviation standard the is - where N E    . TTENG 441 Traffic Engineering
  • 18. Basic Statistics: Standard Error, True Mean & Sample Size Fall 2021/ ElDessouki 120  True Mean: m The standard error (E) for the sample mean ( X ) is assumed to follow a Normal Distribution around the true mean (  ). Hence: mean sample the is - X sample the of error standard the is - E where 99.5%) Confidence of Degre (at E X 95%) Confidence of Degree (at E X 67%) Confidence of Degree (at E X 00 . 3 96 . 1 00 . 1          . TTENG 441 Traffic Engineering
  • 19. Basic Statistics: Standard Error, True Mean & Sample Size Fall 2021/ ElDessouki 121  Sample Size: For a given allowable error ( err ) and a specific degree of confidence , the sample size ( N ) can be determined as following: mean true the in error allwable maximum - err sample the of deviation standard the is - SD where 99.5%) Confidence of Degre (at err SD N 95%) Confidence of Degre (at err SD N 67%) Confidence of Degre (at err SD N 2 2 2                         ) 00 . 3 ( ) 96 . 1 ( . TTENG 441 Traffic Engineering
  • 20. Basic Statistics: Poisson Distribution Poisson Distribution: The Poisson distribution is known in traffic engineering as the “counting” distribution. It has the clear physical meaning of several events (x) occurring in a specified counting interval of duration (t) and is a one-parameter distribution with: Where: P(x)- Probability of (x) number of events occurring in a period (t) (m)- is the average rate of occurrence of events in a period (t) Example: If the average number of accidents was 12 accident per year. What is the probability of: m = 12 acc/yr = 1 acc/m 1 accident per month x = 1 m = 12 acc/yr  1 acc/m 2 accidents per month x=2 0 accidents per month x = 0 ! * ) ( x m e x P x m   Fall 2021/ ElDessouki 122 . TTENG 441 Traffic Engineering
  • 21. Basic Statistics: Poisson Distribution Example: If the average number of accidents was 12 accident per year. What is the probability of: a. 1 accident occurring per month? b. 2 accidents occurring per month? c. a month passing with no accidents? Fall 2021/ ElDessouki 123 . TTENG 441 Traffic Engineering
  • 22. Basic Statistics: Poisson Distribution - Time Headways & Gaps: What is the meaning of a probability of X=0? It implies that there is no events occurring in that time period. Hence, a time gap (t -sec) occurring in a flow (V -veh /hr) is basically the probability of 0 vehicle arriving (i.e. X= 0) in a time headway (h) that is >= to that gap. (i.e. h >= t) Then: the average arrival rate in time period (t), will be m = V * t /3600, Then the probability of time gaps >= t will be: 3600 / * 0 ! 0 * ) ( t V m m e e m e t h P        Fall 2021/ ElDessouki 124 . TTENG 441 Traffic Engineering 3600 / * * ) ( * t V e V t h P V t gaps of Number     
  • 23. Basic Statistics: Poisson Distribution - Time Headways & Gaps (cont.): Estimation of the number of passing gaps: Assuming that the follow up passing vehicle will need a time gap that is equal to the lead vehicle, then: Example: ...) ( * 3600 / 4 * 3600 / 3 * 3600 / 2 * 3600 / *          t V t V t V t V e e e e V gaps Passing of Number Fall 2021/ ElDessouki 125 . TTENG 441 Traffic Engineering