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TRAFFIC STATE ESTIMATIONWITH MULTI-
SENSOR DATA FOR LARGE NETWORSWITH
MACROSIMULATION
PROFESSOR NIKOLAS GEROLIMINIS
SEMESTER PROJECT – SPRING 2015
ÉCOLE POLYTECHNIQUE FÉDÉRALE DE LAUSANNE,
TECHNION – ISRAEL INSTITUTE OF TECHNOLOGY.
YAZAN SAFADI
Introduction
▪ Barcelona is ranked as high densely populated
city in Europe (1.6 million people in the 102
km^2 city area).
▪ Study area - Eixamlple district
▪ Number of detectors - 1570
▪ Time window of 2 hours (7:45 – 9:45)
▪ 4 Regions
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 2
Demand
Percentage of demand inside every
region and in between the different
region (only with region 4).
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 3
10 20 30 40 50 60 70 80
0
10
20
30
40
50
60
70
Time [Min]
%
Demand In Controller
D14
D41
D24
D42
D34
D43
10 20 30 40 50 60 70 80
0
5
10
15
20
25
30
35
40
45
50
Time [Min]
%
Demand Inside Region
D11
D22
D33
D44
Demand
Demand in each region
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 4
0 10 20 30 40 50 60 70 80
100
200
300
400
500
600
700
800
Demand
Time [Min]
Demand
[Veh]
D1
D2
D3
D4
Demand
Time = 22.5 min[8:12] Time = 105 min[9:30]
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 5
Trip Length
Trip length distribution in each
region, we take the average value
for each region as following :
Region 1 – 1.0443
Region 2 – 0.644
Region 3 – 0.846
Region 4 – 1.070
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 6
0 0.5 1 1.5
0
5
10
15
20
25
30
Length Trip Distribution Region 1
Trip Length[Km]
0 0.5 1 1.5
0
5
10
15
20
25
30
Length Trip Distribution Region 2
Trip Length[Km]
0 0.5 1 1.5
0
5
10
15
20
25
30
Length Trip Distribution Region 3
Trip Length[Km]
0 0.5 1 1.5
0
5
10
15
20
25
30
Length Trip Distribution Region 4
Trip Length[Km]
Average:1.0443 Average:0.64438
Average:0.846 Average:1.07
Flow chart
Model – [i-j] Region
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 7
Input
• Controllers
• Trip Length
• TimeWindow
• Fixed value of
accumulation for
first step
• Production –
Accumulation
relation
Model
• Calculate transfer flow
and accumulation in
time step of 90 second
Output
• Accumulation for
each origin and
destination
Model – [i-j] : for each origin and destination
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 8
𝑴𝒊𝒋 =
𝑷𝒊 𝒏𝒊
𝒍𝒊
∗
𝒏𝒊𝒋
𝒏𝒊
Region 1 :
𝒅𝑵𝟏𝟏
𝒅𝒕
= 𝒅𝟏𝟏 + 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑴𝟏𝟏
𝒅𝑵𝟏𝟐
𝒅𝒕
= 𝒅𝟏𝟐 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐
𝒅𝑵𝟏𝟑
𝒅𝒕
= 𝒅𝟏𝟑 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑
𝒅𝑵𝟏𝟒
𝒅𝒕
= 𝒅𝟏𝟒 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒
𝒊 − 𝒐𝒓𝒊𝒈𝒊𝒏 ; 𝒋 − 𝒅𝒆𝒔𝒕𝒊𝒏𝒂𝒕𝒊𝒐𝒏
Model – [i-j] : for each origin and destination
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 9
𝑴𝒊𝒋 =
𝑷𝒊 𝒏𝒊
𝒍𝒊
∗
𝒏𝒊𝒋
𝒏𝒊
Region 1 :
𝒅𝑵𝟏𝟏
𝒅𝒕
= 𝒅𝟏𝟏 + 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑴𝟏𝟏
𝒅𝑵𝟏𝟐
𝒅𝒕
= 𝒅𝟏𝟐 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐
𝒅𝑵𝟏𝟑
𝒅𝒕
= 𝒅𝟏𝟑 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑
𝒅𝑵𝟏𝟒
𝒅𝒕
= 𝒅𝟏𝟒 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒
𝒊 − 𝒐𝒓𝒊𝒈𝒊𝒏 ; 𝒋 − 𝒅𝒆𝒔𝒕𝒊𝒏𝒂𝒕𝒊𝒐𝒏
Region 4:
𝒅𝑵𝟒𝟒
𝒅𝒕
= 𝒅𝟒𝟒 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒 − 𝑴𝟒𝟒
𝒅𝑵𝟒𝟏
𝒅𝒕
= 𝒅𝟒𝟏 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟏 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟏 − 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏
𝒅𝑵𝟒𝟐
𝒅𝒕
= 𝒅𝟒𝟐 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟐 − 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐
𝒅𝑵𝟒𝟑
𝒅𝒕
= 𝒅𝟒𝟑 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟑 − 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑
Model – [i-j] : for each origin and destination
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 10
𝑴𝒊𝒋 =
𝑷𝒊 𝒏𝒊
𝒍𝒊
∗
𝒏𝒊𝒋
𝒏𝒊
Region 1 :
𝒅𝑵𝟏𝟏
𝒅𝒕
= 𝒅𝟏𝟏 + 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑴𝟏𝟏
𝒅𝑵𝟏𝟐
𝒅𝒕
= 𝒅𝟏𝟐 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐
𝒅𝑵𝟏𝟑
𝒅𝒕
= 𝒅𝟏𝟑 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑
𝒅𝑵𝟏𝟒
𝒅𝒕
= 𝒅𝟏𝟒 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒
Region 2 :
𝒅𝑵𝟐𝟐
𝒅𝒕
= 𝒅𝟐𝟐 + 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐 − 𝑴𝟐𝟐
𝒅𝑵𝟐𝟏
𝒅𝒕
= 𝒅𝟐𝟏 − 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟏
𝒅𝑵𝟐𝟑
𝒅𝒕
= 𝒅𝟐𝟑 − 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟑
𝒅𝑵𝟐𝟒
𝒅𝒕
= 𝒅𝟐𝟒 − 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒
𝒊 − 𝒐𝒓𝒊𝒈𝒊𝒏 ; 𝒋 − 𝒅𝒆𝒔𝒕𝒊𝒏𝒂𝒕𝒊𝒐𝒏
Region 3 :
𝒅𝑵𝟑𝟑
𝒅𝒕
= 𝒅𝟑𝟑 + 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑 − 𝑴𝟑𝟑
𝒅𝑵𝟑𝟏
𝒅𝒕
= 𝒅𝟑𝟏 − 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟏
𝒅𝑵𝟑𝟐
𝒅𝒕
= 𝒅𝟑𝟐 − 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟐
𝒅𝑵𝟑𝟒
𝒅𝒕
= 𝒅𝟑𝟒 − 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒
Region 4:
𝒅𝑵𝟒𝟒
𝒅𝒕
= 𝒅𝟒𝟒 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒 − 𝑴𝟒𝟒
𝒅𝑵𝟒𝟏
𝒅𝒕
= 𝒅𝟒𝟏 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟏 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟏 − 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏
𝒅𝑵𝟒𝟐
𝒅𝒕
= 𝒅𝟒𝟐 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟐 − 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐
𝒅𝑵𝟒𝟑
𝒅𝒕
= 𝒅𝟒𝟑 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟑 − 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑
Result
0 20 40 60 80 100 120
0
0.5
1
1.5
2
2.5
3
x 10
4
Acc - Region 1
Time [Min]
Acc
[Veh]
0 20 40 60 80 100 120 140
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
x 10
4
Time [Min]
Error
Model-Real
[Veh]
61065
0 20 40 60 80 100 120
0
0.5
1
1.5
2
2.5
3
x 10
4
Acc - Region 2
Time [Min]
Acc
[Veh]
0 20 40 60 80 100 120 140
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
x 10
4
Time [Min]
Error
Model-Real
[Veh]
5829
0 20 40 60 80 100 120
0
0.5
1
1.5
2
2.5
3
x 10
4
Acc - Region 3
Time [Min]
Acc
[Veh]
0 20 40 60 80 100 120 140
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
x 10
4
Time [Min]
Error
Model-Real
[Veh]
394956
0 20 40 60 80 100 120
0
0.5
1
1.5
2
2.5
3
x 10
4
Acc - Region 4
Time [Min]
Acc
[Veh]
Model
Aimsun
0 20 40 60 80 100 120 140
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
x 10
4
Time [Min]
Error
Model-Real
[Veh]
162289
• Full time window prediction –
enormous error
• New approach - testing with
smaller predicted time (7.5min
and 15min).
• Narrowing the time window to
relevant time : 8:12 - 9:30
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 11
Flow chart
Model – [i-j] Region
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 12
Input
• Controllers
• Trip Length
• TimeWindow
• Fixed value of
accumulation for
first step
• Production –
Accumulation
relation
Model
• Calculate transfer flow
and accumulation in
time step of 90 second
Output
• Accumulation for
each origin and
destination
Fixed time window
prediction of 7.5/15 min
Model – [i-j]
Accumulation model graphs
compared to Aimsun simulation in
each origin and destination.
Time window prediction – 7.5 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 13
20 40 60 80 100 120
1000
1500
2000
2500
3000
3500
N-11
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
10
20
30
40
N-12
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
50
100
150
N-13
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
100
200
300
400
500
600
N-14
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
5
10
15
20
25
N-21
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
400
450
500
550
600
N-22
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
10
20
30
40
50
60
N-23
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
50
100
150
200
250
N-24
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
100
200
300
400
N-31
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
20
40
60
80
100
120
N-32
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
N-33
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
200
400
600
800
1000
N-34
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
400
600
800
1000
1200
1400
N-41
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
200
300
400
500
600
700
N-42
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
100
200
300
400
500
600
700
N-43
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
1000
1500
2000
2500
3000
3500
4000
N-44
Time [min]
Accumlation
[Veh]
Model
Aimsun
Model – [i-j]
Accumulation model in each
regions.
Error between model to Aimsun
simulation
Time window prediction – 7.5 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 14
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 1
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
2500
3000
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 2
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
2500
3000
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 3
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
2500
3000
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 4
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
2500
3000
Time [Min]
Error
Model-Real
[Veh]
6556 7714 23619
Model
Aimsun
93387
Model – [i-j]
Outflow calculate by model (M)
Time window prediction – 7.5 min
𝑴𝒊𝒋 =
𝑷𝒊 𝒏𝒊
𝒍𝒊
∗
𝒏𝒊𝒋
𝒏𝒊
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 15
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-11
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-14
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-22
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-24
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-33
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-34
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-41
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-42
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-43
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-44
Time [Min]
Outflow
[Veh]
Model
Aimsun
Model – [i-j]
MFD graphs :
Production calculated in relation to
the relevant accumulation (polyfit
parameters).
Time window prediction – 7.5 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 16
Model – [i-j]
Accumulation model in each
regions.
Error between model to Aimsun
simulation
Time window prediction – 15 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 17
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 1
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
2500
3000
3500
4000
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 2
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
2500
3000
3500
4000
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 3
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
2500
3000
3500
4000
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 4
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
2500
3000
3500
4000
Time [Min]
Error
Model-Real
[Veh]
14356 7779 53585
Model
Aimsun
105793
Model – [i-j]
Accumulation model graphs
compared to Aimsun simulation in
each origin and destination.
Time window prediction – 15 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 18
20 40 60 80 100 120
1000
1500
2000
2500
3000
3500
N-11
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
5
10
15
20
25
30
N-12
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
50
100
150
N-13
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
100
200
300
400
500
600
N-14
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
5
10
15
20
25
30
N-21
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
400
450
500
550
600
N-22
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
10
20
30
40
50
60
N-23
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
50
100
150
200
250
N-24
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
N-31
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
50
100
150
200
N-32
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
2500
3000
N-33
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
500
1000
1500
2000
N-34
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
200
400
600
800
1000
1200
1400
N-41
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
100
200
300
400
500
600
700
N-42
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
100
200
300
400
500
600
700
N-43
Time [min]
Accumlation
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
N-44
Time [min]
Accumlation
[Veh]
Model
Aimsun
Model – [i-j]
Outflow calculate by model (M)
Time window prediction – 15 min
𝑴𝒊𝒋 =
𝑷𝒊 𝒏𝒊
𝒍𝒊
∗
𝒏𝒊𝒋
𝒏𝒊
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 19
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-11
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-14
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-22
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-24
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-33
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-34
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-41
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-42
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-43
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-44
Time [Min]
Outflow
[Veh]
Model
Aimsun
Model – [i-j]
MFD graphs :
Production calculated in relation to
the relevant accumulation (polyfit
parameters).
Time window prediction – 15 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 20
Flow chart
Model – 4 Region
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 21
Input
• Controllers
• Trip Length
• Time Window
• Fixed value of
accumulation for
first step
• Outflow –
Accumulation
relation
Model
• Calculate outflow and
accumulation in time
step of 90 second
Output
• Accumulation
for each region
Fixed time window
prediction of 7.5/15 min
Model – 4 Regions
Region 1:
𝒅𝑵𝟏
𝒅𝒕
= 𝒅𝟏 + 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑴𝟏𝟏 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒
Region 2:
𝒅𝑵𝟐
𝒅𝒕
= 𝒅𝟐 + 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐 − 𝑴𝟐𝟐 − 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒
Region 3:
𝒅𝑵𝟑
𝒅𝒕
= 𝒅𝟑 + 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑 − 𝑴𝟑𝟑 − 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒
Region 4:
𝒅𝑵𝟒
𝒅𝒕
= 𝒅𝟒 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒
−𝑴𝟒𝟒 − 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐 − 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 22
Model – 4 regions
Accumulation model in each
regions.
Error between model to Aimsun
simulation
Time window prediction – 7.5 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 23
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 1
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 2
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 3
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 4
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
6640 2545 8911
Model
Aimsun
16310
Model – 4 regions
Outflow calculated in relation to
the relevant accumulation (polyfit
parameters)
Time window prediction – 7.5 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 24
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-11
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-14
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-22
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-24
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-33
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-34
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-41
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-42
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-43
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-44
Time [Min]
Outflow
[Veh]
Model
Aimsun
Model – 4 regions
MFD graphs : outflow - accumulation
Time window prediction – 7.5 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 25
Model – 4 regions
Accumulation model in each
regions.
Error between model to Aimsun
simulation
Time window prediction – 15 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 26
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 1
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
200
400
600
800
1000
1200
1400
1600
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 2
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
200
400
600
800
1000
1200
1400
1600
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 3
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
200
400
600
800
1000
1200
1400
1600
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 4
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
200
400
600
800
1000
1200
1400
1600
Time [Min]
Error
Model-Real
[Veh]
10789 3909 18557
Model
Aimsun
25894
Model – 4 regions
Outflow calculated in relation to
the relevant accumulation (polyfit
parameters)
Time window prediction – 15 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 27
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-11
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-14
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-22
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-24
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-33
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-34
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-41
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-42
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-43
Time [Min]
Outflow
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
800
900
1000
M-44
Time [Min]
Outflow
[Veh]
Model
Aimsun
Model – 4 regions
MFD graphs : outflow - accumulation
Time window prediction – 15 min
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 28
Comparsion
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 29
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 1
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 2
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 3
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 4
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
6640 2545 8911
Model
Aimsun
16310
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 1
Time [Min]
Acc
[Veh]
1500
2000
2500
3000
del-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 2
Time [Min]
Acc
[Veh]
1500
2000
2500
3000
del-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 3
Time [Min]
Acc
[Veh]
1500
2000
2500
3000
del-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 4
Time [Min]
Acc
[Veh]
1500
2000
2500
3000
del-Real
[Veh]
6556 7714 23619
Model
Aimsun
93387
Comparsion
Model – [i-j] Model - 4 regions
Region 1 6556 6640
Region 2 7714 2545
Region 3 23619 8911
Region 4 93387 16310
0
10000
20000
30000
40000
50000
60000
70000
80000
90000
100000
Region 1 Region 2 Region 3 Refion 4
Error
[i,j] 4 regions
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 30
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 1
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 2
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 3
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 4
Time [Min]
Acc
[Veh]
20 40 60 80 100 120
0
100
200
300
400
500
600
700
Time [Min]
Error
Model-Real
[Veh]
6640 2545 8911
Model
Aimsun
16310
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 1
Time [Min]
Acc
[Veh]
1500
2000
2500
3000
del-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 2
Time [Min]
Acc
[Veh]
1500
2000
2500
3000
del-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 3
Time [Min]
Acc
[Veh]
1500
2000
2500
3000
del-Real
[Veh]
20 40 60 80 100 120
0
1000
2000
3000
4000
5000
6000
7000
8000
Acc - Region 4
Time [Min]
Acc
[Veh]
1500
2000
2500
3000
del-Real
[Veh]
6556 7714 23619
Model
Aimsun
93387
Conclusion
▪ Large time window prediction – big error in both model
▪ Model – [i,j] : MFD error
▪ Model – [i,j] :Transfer flow error
▪ Model – 4 regions : only MFD error, good estimation in 7.5 minutes time window prediction
▪ Even with small time window prediction we aren’t satisfy with the result and we will try different
approach.
▪ We would like to try a model with large time window prediction and to avoid a non liner model.
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 31
Discussion
7/31/2021
TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 32

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Traffic state estimation with multi-sensor data for large networks with macro simulation - part B

  • 1. TRAFFIC STATE ESTIMATIONWITH MULTI- SENSOR DATA FOR LARGE NETWORSWITH MACROSIMULATION PROFESSOR NIKOLAS GEROLIMINIS SEMESTER PROJECT – SPRING 2015 ÉCOLE POLYTECHNIQUE FÉDÉRALE DE LAUSANNE, TECHNION – ISRAEL INSTITUTE OF TECHNOLOGY. YAZAN SAFADI
  • 2. Introduction ▪ Barcelona is ranked as high densely populated city in Europe (1.6 million people in the 102 km^2 city area). ▪ Study area - Eixamlple district ▪ Number of detectors - 1570 ▪ Time window of 2 hours (7:45 – 9:45) ▪ 4 Regions 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 2
  • 3. Demand Percentage of demand inside every region and in between the different region (only with region 4). 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 3 10 20 30 40 50 60 70 80 0 10 20 30 40 50 60 70 Time [Min] % Demand In Controller D14 D41 D24 D42 D34 D43 10 20 30 40 50 60 70 80 0 5 10 15 20 25 30 35 40 45 50 Time [Min] % Demand Inside Region D11 D22 D33 D44
  • 4. Demand Demand in each region 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 4 0 10 20 30 40 50 60 70 80 100 200 300 400 500 600 700 800 Demand Time [Min] Demand [Veh] D1 D2 D3 D4
  • 5. Demand Time = 22.5 min[8:12] Time = 105 min[9:30] 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 5
  • 6. Trip Length Trip length distribution in each region, we take the average value for each region as following : Region 1 – 1.0443 Region 2 – 0.644 Region 3 – 0.846 Region 4 – 1.070 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 6 0 0.5 1 1.5 0 5 10 15 20 25 30 Length Trip Distribution Region 1 Trip Length[Km] 0 0.5 1 1.5 0 5 10 15 20 25 30 Length Trip Distribution Region 2 Trip Length[Km] 0 0.5 1 1.5 0 5 10 15 20 25 30 Length Trip Distribution Region 3 Trip Length[Km] 0 0.5 1 1.5 0 5 10 15 20 25 30 Length Trip Distribution Region 4 Trip Length[Km] Average:1.0443 Average:0.64438 Average:0.846 Average:1.07
  • 7. Flow chart Model – [i-j] Region 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 7 Input • Controllers • Trip Length • TimeWindow • Fixed value of accumulation for first step • Production – Accumulation relation Model • Calculate transfer flow and accumulation in time step of 90 second Output • Accumulation for each origin and destination
  • 8. Model – [i-j] : for each origin and destination 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 8 𝑴𝒊𝒋 = 𝑷𝒊 𝒏𝒊 𝒍𝒊 ∗ 𝒏𝒊𝒋 𝒏𝒊 Region 1 : 𝒅𝑵𝟏𝟏 𝒅𝒕 = 𝒅𝟏𝟏 + 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑴𝟏𝟏 𝒅𝑵𝟏𝟐 𝒅𝒕 = 𝒅𝟏𝟐 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐 𝒅𝑵𝟏𝟑 𝒅𝒕 = 𝒅𝟏𝟑 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑 𝒅𝑵𝟏𝟒 𝒅𝒕 = 𝒅𝟏𝟒 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 𝒊 − 𝒐𝒓𝒊𝒈𝒊𝒏 ; 𝒋 − 𝒅𝒆𝒔𝒕𝒊𝒏𝒂𝒕𝒊𝒐𝒏
  • 9. Model – [i-j] : for each origin and destination 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 9 𝑴𝒊𝒋 = 𝑷𝒊 𝒏𝒊 𝒍𝒊 ∗ 𝒏𝒊𝒋 𝒏𝒊 Region 1 : 𝒅𝑵𝟏𝟏 𝒅𝒕 = 𝒅𝟏𝟏 + 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑴𝟏𝟏 𝒅𝑵𝟏𝟐 𝒅𝒕 = 𝒅𝟏𝟐 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐 𝒅𝑵𝟏𝟑 𝒅𝒕 = 𝒅𝟏𝟑 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑 𝒅𝑵𝟏𝟒 𝒅𝒕 = 𝒅𝟏𝟒 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 𝒊 − 𝒐𝒓𝒊𝒈𝒊𝒏 ; 𝒋 − 𝒅𝒆𝒔𝒕𝒊𝒏𝒂𝒕𝒊𝒐𝒏 Region 4: 𝒅𝑵𝟒𝟒 𝒅𝒕 = 𝒅𝟒𝟒 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒 − 𝑴𝟒𝟒 𝒅𝑵𝟒𝟏 𝒅𝒕 = 𝒅𝟒𝟏 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟏 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟏 − 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 𝒅𝑵𝟒𝟐 𝒅𝒕 = 𝒅𝟒𝟐 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟐 − 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐 𝒅𝑵𝟒𝟑 𝒅𝒕 = 𝒅𝟒𝟑 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟑 − 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑
  • 10. Model – [i-j] : for each origin and destination 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 10 𝑴𝒊𝒋 = 𝑷𝒊 𝒏𝒊 𝒍𝒊 ∗ 𝒏𝒊𝒋 𝒏𝒊 Region 1 : 𝒅𝑵𝟏𝟏 𝒅𝒕 = 𝒅𝟏𝟏 + 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑴𝟏𝟏 𝒅𝑵𝟏𝟐 𝒅𝒕 = 𝒅𝟏𝟐 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐 𝒅𝑵𝟏𝟑 𝒅𝒕 = 𝒅𝟏𝟑 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑 𝒅𝑵𝟏𝟒 𝒅𝒕 = 𝒅𝟏𝟒 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 Region 2 : 𝒅𝑵𝟐𝟐 𝒅𝒕 = 𝒅𝟐𝟐 + 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐 − 𝑴𝟐𝟐 𝒅𝑵𝟐𝟏 𝒅𝒕 = 𝒅𝟐𝟏 − 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟏 𝒅𝑵𝟐𝟑 𝒅𝒕 = 𝒅𝟐𝟑 − 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟑 𝒅𝑵𝟐𝟒 𝒅𝒕 = 𝒅𝟐𝟒 − 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒 𝒊 − 𝒐𝒓𝒊𝒈𝒊𝒏 ; 𝒋 − 𝒅𝒆𝒔𝒕𝒊𝒏𝒂𝒕𝒊𝒐𝒏 Region 3 : 𝒅𝑵𝟑𝟑 𝒅𝒕 = 𝒅𝟑𝟑 + 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑 − 𝑴𝟑𝟑 𝒅𝑵𝟑𝟏 𝒅𝒕 = 𝒅𝟑𝟏 − 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟏 𝒅𝑵𝟑𝟐 𝒅𝒕 = 𝒅𝟑𝟐 − 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟐 𝒅𝑵𝟑𝟒 𝒅𝒕 = 𝒅𝟑𝟒 − 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒 Region 4: 𝒅𝑵𝟒𝟒 𝒅𝒕 = 𝒅𝟒𝟒 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒 − 𝑴𝟒𝟒 𝒅𝑵𝟒𝟏 𝒅𝒕 = 𝒅𝟒𝟏 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟏 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟏 − 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 𝒅𝑵𝟒𝟐 𝒅𝒕 = 𝒅𝟒𝟐 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟐 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟐 − 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐 𝒅𝑵𝟒𝟑 𝒅𝒕 = 𝒅𝟒𝟑 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟑 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟑 − 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑
  • 11. Result 0 20 40 60 80 100 120 0 0.5 1 1.5 2 2.5 3 x 10 4 Acc - Region 1 Time [Min] Acc [Veh] 0 20 40 60 80 100 120 140 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 x 10 4 Time [Min] Error Model-Real [Veh] 61065 0 20 40 60 80 100 120 0 0.5 1 1.5 2 2.5 3 x 10 4 Acc - Region 2 Time [Min] Acc [Veh] 0 20 40 60 80 100 120 140 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 x 10 4 Time [Min] Error Model-Real [Veh] 5829 0 20 40 60 80 100 120 0 0.5 1 1.5 2 2.5 3 x 10 4 Acc - Region 3 Time [Min] Acc [Veh] 0 20 40 60 80 100 120 140 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 x 10 4 Time [Min] Error Model-Real [Veh] 394956 0 20 40 60 80 100 120 0 0.5 1 1.5 2 2.5 3 x 10 4 Acc - Region 4 Time [Min] Acc [Veh] Model Aimsun 0 20 40 60 80 100 120 140 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 x 10 4 Time [Min] Error Model-Real [Veh] 162289 • Full time window prediction – enormous error • New approach - testing with smaller predicted time (7.5min and 15min). • Narrowing the time window to relevant time : 8:12 - 9:30 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 11
  • 12. Flow chart Model – [i-j] Region 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 12 Input • Controllers • Trip Length • TimeWindow • Fixed value of accumulation for first step • Production – Accumulation relation Model • Calculate transfer flow and accumulation in time step of 90 second Output • Accumulation for each origin and destination Fixed time window prediction of 7.5/15 min
  • 13. Model – [i-j] Accumulation model graphs compared to Aimsun simulation in each origin and destination. Time window prediction – 7.5 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 13 20 40 60 80 100 120 1000 1500 2000 2500 3000 3500 N-11 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 10 20 30 40 N-12 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 50 100 150 N-13 Time [min] Accumlation [Veh] 20 40 60 80 100 120 100 200 300 400 500 600 N-14 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 5 10 15 20 25 N-21 Time [min] Accumlation [Veh] 20 40 60 80 100 120 400 450 500 550 600 N-22 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 10 20 30 40 50 60 N-23 Time [min] Accumlation [Veh] 20 40 60 80 100 120 50 100 150 200 250 N-24 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 100 200 300 400 N-31 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 20 40 60 80 100 120 N-32 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 N-33 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 200 400 600 800 1000 N-34 Time [min] Accumlation [Veh] 20 40 60 80 100 120 400 600 800 1000 1200 1400 N-41 Time [min] Accumlation [Veh] 20 40 60 80 100 120 200 300 400 500 600 700 N-42 Time [min] Accumlation [Veh] 20 40 60 80 100 120 100 200 300 400 500 600 700 N-43 Time [min] Accumlation [Veh] 20 40 60 80 100 120 1000 1500 2000 2500 3000 3500 4000 N-44 Time [min] Accumlation [Veh] Model Aimsun
  • 14. Model – [i-j] Accumulation model in each regions. Error between model to Aimsun simulation Time window prediction – 7.5 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 14 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 1 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 2500 3000 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 2 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 2500 3000 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 3 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 2500 3000 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 4 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 2500 3000 Time [Min] Error Model-Real [Veh] 6556 7714 23619 Model Aimsun 93387
  • 15. Model – [i-j] Outflow calculate by model (M) Time window prediction – 7.5 min 𝑴𝒊𝒋 = 𝑷𝒊 𝒏𝒊 𝒍𝒊 ∗ 𝒏𝒊𝒋 𝒏𝒊 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 15 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-11 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-14 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-22 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-24 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-33 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-34 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-41 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-42 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-43 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-44 Time [Min] Outflow [Veh] Model Aimsun
  • 16. Model – [i-j] MFD graphs : Production calculated in relation to the relevant accumulation (polyfit parameters). Time window prediction – 7.5 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 16
  • 17. Model – [i-j] Accumulation model in each regions. Error between model to Aimsun simulation Time window prediction – 15 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 17 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 1 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 2500 3000 3500 4000 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 2 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 2500 3000 3500 4000 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 3 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 2500 3000 3500 4000 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 4 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 2500 3000 3500 4000 Time [Min] Error Model-Real [Veh] 14356 7779 53585 Model Aimsun 105793
  • 18. Model – [i-j] Accumulation model graphs compared to Aimsun simulation in each origin and destination. Time window prediction – 15 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 18 20 40 60 80 100 120 1000 1500 2000 2500 3000 3500 N-11 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 5 10 15 20 25 30 N-12 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 50 100 150 N-13 Time [min] Accumlation [Veh] 20 40 60 80 100 120 100 200 300 400 500 600 N-14 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 5 10 15 20 25 30 N-21 Time [min] Accumlation [Veh] 20 40 60 80 100 120 400 450 500 550 600 N-22 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 10 20 30 40 50 60 N-23 Time [min] Accumlation [Veh] 20 40 60 80 100 120 50 100 150 200 250 N-24 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 N-31 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 50 100 150 200 N-32 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 2500 3000 N-33 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 500 1000 1500 2000 N-34 Time [min] Accumlation [Veh] 20 40 60 80 100 120 200 400 600 800 1000 1200 1400 N-41 Time [min] Accumlation [Veh] 20 40 60 80 100 120 100 200 300 400 500 600 700 N-42 Time [min] Accumlation [Veh] 20 40 60 80 100 120 100 200 300 400 500 600 700 N-43 Time [min] Accumlation [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 N-44 Time [min] Accumlation [Veh] Model Aimsun
  • 19. Model – [i-j] Outflow calculate by model (M) Time window prediction – 15 min 𝑴𝒊𝒋 = 𝑷𝒊 𝒏𝒊 𝒍𝒊 ∗ 𝒏𝒊𝒋 𝒏𝒊 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 19 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-11 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-14 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-22 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-24 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-33 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-34 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-41 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-42 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-43 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-44 Time [Min] Outflow [Veh] Model Aimsun
  • 20. Model – [i-j] MFD graphs : Production calculated in relation to the relevant accumulation (polyfit parameters). Time window prediction – 15 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 20
  • 21. Flow chart Model – 4 Region 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 21 Input • Controllers • Trip Length • Time Window • Fixed value of accumulation for first step • Outflow – Accumulation relation Model • Calculate outflow and accumulation in time step of 90 second Output • Accumulation for each region Fixed time window prediction of 7.5/15 min
  • 22. Model – 4 Regions Region 1: 𝒅𝑵𝟏 𝒅𝒕 = 𝒅𝟏 + 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑴𝟏𝟏 − 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 Region 2: 𝒅𝑵𝟐 𝒅𝒕 = 𝒅𝟐 + 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐 − 𝑴𝟐𝟐 − 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒 Region 3: 𝒅𝑵𝟑 𝒅𝒕 = 𝒅𝟑 + 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑 − 𝑴𝟑𝟑 − 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒 Region 4: 𝒅𝑵𝟒 𝒅𝒕 = 𝒅𝟒 + 𝑼𝟏𝟒 ∗ 𝑴𝟏𝟒 + 𝑼𝟐𝟒 ∗ 𝑴𝟐𝟒 + 𝑼𝟑𝟒 ∗ 𝑴𝟑𝟒 −𝑴𝟒𝟒 − 𝑼𝟒𝟏 ∗ 𝑴𝟒𝟏 − 𝑼𝟒𝟐 ∗ 𝑴𝟒𝟐 − 𝑼𝟒𝟑 ∗ 𝑴𝟒𝟑 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 22
  • 23. Model – 4 regions Accumulation model in each regions. Error between model to Aimsun simulation Time window prediction – 7.5 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 23 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 1 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 2 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 3 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 4 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 6640 2545 8911 Model Aimsun 16310
  • 24. Model – 4 regions Outflow calculated in relation to the relevant accumulation (polyfit parameters) Time window prediction – 7.5 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 24 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-11 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-14 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-22 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-24 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-33 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-34 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-41 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-42 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-43 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-44 Time [Min] Outflow [Veh] Model Aimsun
  • 25. Model – 4 regions MFD graphs : outflow - accumulation Time window prediction – 7.5 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 25
  • 26. Model – 4 regions Accumulation model in each regions. Error between model to Aimsun simulation Time window prediction – 15 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 26 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 1 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 200 400 600 800 1000 1200 1400 1600 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 2 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 200 400 600 800 1000 1200 1400 1600 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 3 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 200 400 600 800 1000 1200 1400 1600 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 4 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 200 400 600 800 1000 1200 1400 1600 Time [Min] Error Model-Real [Veh] 10789 3909 18557 Model Aimsun 25894
  • 27. Model – 4 regions Outflow calculated in relation to the relevant accumulation (polyfit parameters) Time window prediction – 15 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 27 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-11 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-14 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-22 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-24 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-33 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-34 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-41 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-42 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-43 Time [Min] Outflow [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 800 900 1000 M-44 Time [Min] Outflow [Veh] Model Aimsun
  • 28. Model – 4 regions MFD graphs : outflow - accumulation Time window prediction – 15 min 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 28
  • 29. Comparsion 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 29 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 1 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 2 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 3 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 4 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 6640 2545 8911 Model Aimsun 16310 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 1 Time [Min] Acc [Veh] 1500 2000 2500 3000 del-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 2 Time [Min] Acc [Veh] 1500 2000 2500 3000 del-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 3 Time [Min] Acc [Veh] 1500 2000 2500 3000 del-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 4 Time [Min] Acc [Veh] 1500 2000 2500 3000 del-Real [Veh] 6556 7714 23619 Model Aimsun 93387
  • 30. Comparsion Model – [i-j] Model - 4 regions Region 1 6556 6640 Region 2 7714 2545 Region 3 23619 8911 Region 4 93387 16310 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 Region 1 Region 2 Region 3 Refion 4 Error [i,j] 4 regions 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 30 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 1 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 2 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 3 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 4 Time [Min] Acc [Veh] 20 40 60 80 100 120 0 100 200 300 400 500 600 700 Time [Min] Error Model-Real [Veh] 6640 2545 8911 Model Aimsun 16310 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 1 Time [Min] Acc [Veh] 1500 2000 2500 3000 del-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 2 Time [Min] Acc [Veh] 1500 2000 2500 3000 del-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 3 Time [Min] Acc [Veh] 1500 2000 2500 3000 del-Real [Veh] 20 40 60 80 100 120 0 1000 2000 3000 4000 5000 6000 7000 8000 Acc - Region 4 Time [Min] Acc [Veh] 1500 2000 2500 3000 del-Real [Veh] 6556 7714 23619 Model Aimsun 93387
  • 31. Conclusion ▪ Large time window prediction – big error in both model ▪ Model – [i,j] : MFD error ▪ Model – [i,j] :Transfer flow error ▪ Model – 4 regions : only MFD error, good estimation in 7.5 minutes time window prediction ▪ Even with small time window prediction we aren’t satisfy with the result and we will try different approach. ▪ We would like to try a model with large time window prediction and to avoid a non liner model. 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 31
  • 32. Discussion 7/31/2021 TRAFFIC STATE ESTIMATION WITH MULTI-SENSOR DATA FOR LARGE NETWORS WITH MACROSIMULATION 32