Vehicle Headway Distribution Models on Two-Lane Two-Way Undivided RoadsAM Publications
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2019-2020 research findings in Public Transit from the Centre for Transport Studies, University of TWENTE. The presented findings at the Transportation Research board include overcrowding, operational control, electric buses, and train assignment.
Speed profile optimization of an electrified train in cat linh-ha dong metro ...IJECEIAES
An urban railway is a complex technical system that consumes large amounts of energy, but this means of transportation still has been obtained more and more popularity in densely populated cities because of its features of highcapacity transportation capability, high speed, security, punctuality, lower emission, reduction of traffic congestion. The improved energy consumption and environment are two of the main objectives for future transportation. Electrified trains can meet these objectives by the recuperation and reuse of regenerative braking energy and by the energy - efficient operation. Two methods are to enhance energy efficiency: one is to improve technology (e.g., using energy storage system, reversible or active substations to recuperate regenerative braking energy, replacing traction electric motors by energy-efficient traction system as permanent magnet electrical motors; train's mass reduction by lightweight material mass...); the other is to improve operational procedures (e.g. energy efficient driving including: ecodriving; speed profile optimization; Driving Advice System (DAS); Automatic Train Operation (ATO); traffic management optimization...). Among a lot of above solutions for saving energy, which one is suitable for current conditions of metro lines in Vietnam. The paper proposes the optimization method based on Pontryagin's Maximum Principle (PMP) to find the optimal speed profile for electrified train of Cat Linh-Ha Dong metro line, Vietnam in an effort to minimize the train operation energy consumption.
Vehicle Headway Distribution Models on Two-Lane Two-Way Undivided RoadsAM Publications
The time headway between vehicles is an important flow characteristic that affects the safety, level of service, driver behavior, and capacity of a transportation system. The present study attempted to identify suitable probability distribution models for vehicle headways on 2-lane 2-way undivided (2/2 UD) road sections. Data was collected from three locations in the city of Semarang: Abdulrahman Saleh St. (Loc. 1), Taman Siswa St. (Loc. 2) and Lampersari St. (Loc.3). The vehicle headways were grouped into one-second interval. Three mathematical distributions were proposed: random (negative-exponential), normal, and composite, with vehicle headway as variable. The Kolmogorov-Smirnov test was used for testing the goodness of fit. Traffic flows at the selected locations were considered low, with traffic volume ranged between 400 to 670 vehicles per hour per lane. The traffic volume on Loc.1 was 484 vehicles per hour, that on Loc. 2 was 405 vehicles per hour, and that on Loc. 3 was 666 vehicles per hour. Random distribution showed good fit at all locations under study with 95% confidence level. Normal distribution showed good fit at Loc. 1 and Loc. 2, whereas composite distribution fit only at Loc. 1. It was suggested that random distribution is to be used as an input in generating traffic in traffic analysis at highway sections where traffic volume are under 500 vehicles per hour.
Adjusting the flow in crucial areas can maximize the overall throughput of traffic along a stretch of road. This is of particular interest in regions of high traffic density, which may be caused by high volume peak time traffic, accidents or closure of one or more lanes of the road.
2019-2020 research findings in Public Transit from the Centre for Transport Studies, University of TWENTE. The presented findings at the Transportation Research board include overcrowding, operational control, electric buses, and train assignment.
Speed profile optimization of an electrified train in cat linh-ha dong metro ...IJECEIAES
An urban railway is a complex technical system that consumes large amounts of energy, but this means of transportation still has been obtained more and more popularity in densely populated cities because of its features of highcapacity transportation capability, high speed, security, punctuality, lower emission, reduction of traffic congestion. The improved energy consumption and environment are two of the main objectives for future transportation. Electrified trains can meet these objectives by the recuperation and reuse of regenerative braking energy and by the energy - efficient operation. Two methods are to enhance energy efficiency: one is to improve technology (e.g., using energy storage system, reversible or active substations to recuperate regenerative braking energy, replacing traction electric motors by energy-efficient traction system as permanent magnet electrical motors; train's mass reduction by lightweight material mass...); the other is to improve operational procedures (e.g. energy efficient driving including: ecodriving; speed profile optimization; Driving Advice System (DAS); Automatic Train Operation (ATO); traffic management optimization...). Among a lot of above solutions for saving energy, which one is suitable for current conditions of metro lines in Vietnam. The paper proposes the optimization method based on Pontryagin's Maximum Principle (PMP) to find the optimal speed profile for electrified train of Cat Linh-Ha Dong metro line, Vietnam in an effort to minimize the train operation energy consumption.
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This paper presents a solution to real-world delive
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e
a large number of roads exist in cities and the tra
ffic on the roads rapidly changes with time. The
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s
important in RWDPs. In the current work, we combine
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3. Practical demonstrations
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Electric buses presentation
1. UNIVERSITY OF TWENTE.
Bus Holding of Electric Vehicles: An Exact Optimization
Approach
Paper no. 20-01738
Dr. Konstantinos Gkiotsalitis
Assistant Professor, University of TWENTE, Netherlands.
99th TRB Annual Meeting
5. UNIVERSITY OF TWENTE.
Motivation
Bunching might increase the waiting times of passengers and delay the arrival of the bus at the
charging point resulting in:
1. charging with an increased energy price;
6. UNIVERSITY OF TWENTE.
Motivation
Bunching might increase the waiting times of passengers and delay the arrival of the bus at the
charging point resulting in:
1. charging with an increased energy price;
2. delay or refuse of charging because the charging point is occupied by another bus;
7. UNIVERSITY OF TWENTE.
Motivation
Bunching might increase the waiting times of passengers and delay the arrival of the bus at the
charging point resulting in:
1. charging with an increased energy price;
2. delay or refuse of charging because the charging point is occupied by another bus;
3. disruption of future bus dispatches/crew schedules;
8. UNIVERSITY OF TWENTE.
Motivation
Bunching might increase the waiting times of passengers and delay the arrival of the bus at the
charging point resulting in:
1. charging with an increased energy price;
2. delay or refuse of charging because the charging point is occupied by another bus;
3. disruption of future bus dispatches/crew schedules;
4. and excess strain on the power grid.
9. UNIVERSITY OF TWENTE.
Dual objective of this work
(a) minimize the deviation between the actual and planned headways (regularity),
(b) adhere to the pre-planned charging schedule
10. UNIVERSITY OF TWENTE.
Research Gap
there is a lack of bus holding studies that consider
• the improvement of the service regularity and, at the same time,
• cater for the charging requirements of electric buses.
12. UNIVERSITY OF TWENTE.
Contribution
• bus holding control model applicable to electric buses;
• a reformulated program which is proven to be convex;
13. UNIVERSITY OF TWENTE.
Contribution
• bus holding control model applicable to electric buses;
• a reformulated program which is proven to be convex;
• the generation of reliable bus holding solutions that account for the interstation travel time
uncertainty.
14. UNIVERSITY OF TWENTE.
Bus Holding Decision
Time
Control stop, s
𝐻0
𝑑𝑖−1,𝑠 𝑇𝑖,𝑠
𝑖 − 1
𝑖
𝑑𝑖,𝑠
Bus trajectory
realized trajectory
expected trajectory
𝑖 − 1
𝑖
Space
Figure 1: Illustration of bus trajectories in a time-space diagram
16. UNIVERSITY OF TWENTE.
Departure Constraint
Trip i cannot depart prior to Ti,s which is the time when trip i has completed the boardings/alighting
at stop s.
This yields:
Ti,s ≤ di,s (1)
and is a physical (hard) constraint.
17. UNIVERSITY OF TWENTE.
Charging Constraint
If bus trip i needs to reach its charging location before time ρi for charging as planned, then:
di,s + E[ti,s] ≤ ρi (2)
where:
di,s = the departure time of trip i from stop s, including its holding time
E[ti,s] = the expected travel time of trip i from stop s to the last stop
ρi = the scheduled charging time of trip i at the charging location
18. UNIVERSITY OF TWENTE.
Charging Constraint
If bus trip i needs to reach its charging location before time ρi for charging as planned, then:
di,s + E[ti,s] ≤ ρi (2)
where:
di,s = the departure time of trip i from stop s, including its holding time
E[ti,s] = the expected travel time of trip i from stop s to the last stop
ρi = the scheduled charging time of trip i at the charging location
Note: if bus trip i arrives late at stop s, the charging constraint cannot be satisfied even if we do not
apply holding.
19. UNIVERSITY OF TWENTE.
Objective Function
f(di,s) = µi,s
(
di,s − (di−1,s + H0)
)2
+ (1 − µi,s)
(
di,s − Ti,s
)2
(3)
which strives to minimize the squared difference between the planned (ideal) and the actual
headway between trips i − 1 and i.
If this is achieved, regularity is maintained.
20. UNIVERSITY OF TWENTE.
Mathematical Program
(ˆQi,s) : min
di,s
f(di,s) + M max(di,s + E[ti,s] − ρi, 0)
s.t.: Ti,s ≤ di,s
di,s ∈ R+
(4)
• our charging constraint, which cannot be always satisfied, is added in the objective function
with the penalty M max(di,s + E[ti,s] − ρi, 0).
• the objective function is not convex because of the max term.
21. UNIVERSITY OF TWENTE.
Reformulation with the use of slack variable, ν
(˜Qi,s) : min
ν,di,s
f(di,s) + Mν
s.t.: di,s ≥ Ti,s
ν ≥ 0
ν ≥ di,s + E[ti,s] − ρi
(5)
• the reformulated program does not have the max term any longer.
• it can be solved to global optimality and has a unique solution, as proven in our central
Theorem (see manuscript).
22. UNIVERSITY OF TWENTE.
Reliable Holding Solution
The average travel time E[ti,s] in program ˜Qi,s can be substituted by the y-th percentile since it will
only exceed that value at (100-y)% of the cases.
With this substitution, the reliable solution is found by solving the following program:
(˜Pi,s) : min
ν,di,s
f(di,s) + Mν
s.t.: di,s ≥ Ti,s
ν ≥ 0
ν ≥ di,s + ty
s − ρi
(6)
24. UNIVERSITY OF TWENTE.
Solution with CPLEX
In an idealized scenario, trip i arrives at control stop s and completes its boardings/alightings at time
Ti,s = 1500s. The parameter values of our scenario are: di−1,s = 1000 s, Ti,s = 1500 s, H0 = 600 s,
and E[ti,s] = 3000s.
Table 1: Globally Optimal Holding decisions for different values of ρi
ρi Solving ˜Qi,s with CPLEX
ν di,s Comp. time
4800 s 0 s 1600 s 0.02 s
4600 s 0 s 1600 s 0.02 s
4550 s 0 s 1550 s 0.02 s
4500 s 0 s 1500 s 0.02 s
4200 s 300 s 1500 s 0.02 s
25. UNIVERSITY OF TWENTE.
Demonstration of the objective function
1500 1600 1700 1800
0
2
4
·104
di,s (s)
˜f(di,s,ν)
.
=f(di,s)+Mν
ρi = 4800 (s)
˜f(di,s)
optimal
Figure 2: Performance of the objective function in the
region F = { ν = 0, di,s ≥ Ti,s } for ρi = 4800 s.
1500 1520 1540 1560 1580 1600
0
0.5
1
·104
di,s (s)
˜f(di,s,ν)
.
=f(di,s)+Mν
ρi = 4600 (s)
˜f(di,s)
optimal
Figure 3: Performance of the objective function in the
region F = { ν = 0, di,s ≥ Ti,s } for ρi = 4600 s.
26. UNIVERSITY OF TWENTE.
Simulation
• We consider a short time period of the day with 10 bus trips.
• Trips start from stop 1 and complete their service at the same stop, which happens to be a
charging point.
• Buses can be held at the control point stop, s = 2.
• The target headway is H0 = 6 min
• the realization of each interstation travel time from stop j to stop j + 1 is ti,j ∼ N(E(ti,j), Var(ti,j))
𝑠1
27. UNIVERSITY OF TWENTE.
Parameter Values of the Simulation
Table 2: Parameter values of the simulated line
Parameter Value
E(ti,1),
√
Var(ti,1) 1700 s, 100 s
E(ti,s),
√
Var(ti,s) 1000 s, 100 s
tmin
i,1 1500 s
tmin
i,s 800 s
H0 360 s
t
y
s 1200 s
c 1.0
28. UNIVERSITY OF TWENTE.
Scheduled Dispatching and Charging Times
Table 3: Dispatching and scheduled charging times of the 10 simulated trips
Trip, i Dispatching time Scheduled charging time, ρi
1 0 s 2900 s
2 360 s 3260 s
3 720 s 3980 s
4 1080 s 4340 s
5 1440 s 4700 s
6 1800 s 5060 s
7 2160 s 5420 s
8 2520 s 5780 s
9 2880 s 6140 s
10 3240 s 6500 s
29. UNIVERSITY OF TWENTE.
Comparative Analysis
Then, we perform a comparative analysis using as a benchmark the control logic of Fu and Yang
(2002). The logic of Fu and Yang (2002) is summarized as:
di,s =
{
di−1,s + H0 if Ti,s < di−1,s + cH0
Ti,s otherwise
(7)
30. UNIVERSITY OF TWENTE.
Results (1/2)
Table 4: Average performance of the two control logics in 1,000 simulation scenarios
Key Performance Control Logic of Proposed
Indicator Fu and Yang (2002) Control Logic
Average Passenger
Waiting Time (s) 182.4 184.4
Average Trip
Travel Time (s) 4996 4887
Missed
Chargings 4 1
Overall Charging
Delay (s) 96.59 63.52
31. UNIVERSITY OF TWENTE.
Results (2/2)
Average
Passenger
Waiting Time
Average Trip
Travel Time
Overall Charg-
ing Delay
0
20
40
−1.08
2.18
34
Improvement(%)
Performance of Key Performance Indicators
Figure 4: Average improvement (deterioration) when applying the proposed control logic.
32. UNIVERSITY OF TWENTE.
Conclusions
• the charging time delay(s) can be reduced by up to 34% with a minimal trade-off of 1.08%
increase in passenger waiting times;
• restraining the holding times due to the charging constraints can improve the total trip travel
times and limit schedule sliding effects.
Future research
• expand our method to railway operations that operate under regularity-based schemes.
• expand towards using a two-headway-based logic to consider the headway with the preceding
and the following bus when making a holding decision,
• expand to incorporate the time-varying charging costs in the objective function.
33. UNIVERSITY OF TWENTE.
Thank you for attending
Questions?
Contact:
Dr. Konstantinos Gkiotsalitis
E: k.gkiotsalitis@utwente.nl
www.researchgate.net/profile/Konstantinos_Gkiotsalitis
34. UNIVERSITY OF TWENTE.
References
Fu, Liping, and Xuhui Yang. 2002. “Design and implementation of bus-holding control strategies with
real-time information.” Transportation Research Record: Journal of the Transportation Research Board
(1791): 6–12.