Analyzing Escalator Infrastructures: A Pilot Study in Santiago Metro
Abstract
:1. Introduction
2. Existing Studies on Escalators in Urban Railway Stations
3. Method
3.1. Step 1: Observation—Relevant Variables
3.2. Step 2: In-Depth Analisis—Behavior Effect
- Morning (7:30 a.m.–8:30 a.m.), which is the time that people leave through this access to go to work and students go to school.
- Midday from 1:00 p.m. to 1:30 p.m., which is the lunch hour.
- Late rush hour (5:30 p.m.–6:30 p.m.), which is the departure of people from their jobs and of schoolchildren from school.
3.3. Step 3: Simulation Framework—Recommendations
4. Results
4.1. Exploring the Relevant Variables That Affect the Behavior of Passengers
- The density of passengers on the escalator which can be affected by the level of demand at the station [passengers/m2].
- The flow of passengers on the escalator [passengers/min].
- The behavior of passengers, which depends on different variables:
- ○
- The length of the escalator, defined as the physical length of the escalator [m].
- ○
- The location of the passengers on the escalator (e.g., if the passengers are positioned to the right or left of each step of the escalator).
- ○
- The manner in which passengers arrive at the escalator, i.e., whether they arrive from the front or from the side (e.g., from a transfer corridor or next to a corner from the mezzanine space)
- ○
- Whether there is congestion or a bottleneck (e.g., passengers forming lines of flow to board the escalator).
- Los Dominicos station: This is the terminal station of Line 1, which is located in the eastern sector of the capital and connects users of the metro network with their workplaces, places of study, among others. The observed passenger flow was 22 passengers/min, which is considered low since an escalator can reach a capacity of 60 passengers/min. This observation was made during 15 min in the off-peak hour (12:00 p.m. to 12:15 p.m.) and therefore during the period of low passenger demand. Regarding the factors that affect capacity, the length of the stairs was measured, with them reaching 13 m. Likewise, the passengers were distinguished according to their location on the stairs, that is, those who remained standing (83%) and those who walked along the escalator (17%). In relation to the way passengers reach the escalator, it was observed that lines of flow are not generated when boarding, which produces correct transit without generating traffic jams. Finally, no passengers with reduced mobility were observed, since they prefer to use the elevators located in the station. Passengers must board the escalator after leaving the exit doors from the platform, for which they must make a movement in the shape of a “U” since the escalator is located near a corner of the station (see the diagram in Figure 4).
- Manquehue station: In the case of Manquehue station, the exit to Rosario Norte Street was observed, where the flow on the escalator was recorded (see Figure 3b in Section 3.1). It is important to note that Manquehue station is characterized by being located in a central location in the Las Condes commune where it allows users to connect with different places of interest such as their workplaces, homes, schools, universities, and shopping centers, among others. Observing the flow of passengers (passengers/min) that board the escalator, it was possible to obtain a flow of 57 passengers per minute, which was measured during 15 min in the morning rush hour (8:00 a.m. to 8:15 a.m.). Regarding the factors that affect capacity, it was possible to establish that the length of the escalator is 10 m. In the same way, as in Los Dominicos station, the location of the passengers inside the stairs was 17% for those walking through the escalator and 83% for the passengers who remained standing. In addition, due to the high congestion of passengers, a distinction was made between the users who opted for the escalator and those who preferred the common escalator, with the observation that 15% opted for the common escalator and 85% opted for the escalator. On the other hand, it was possible to appreciate that the passengers at the moment of reaching the stairs did so in an orderly manner, generating two lines of flow to board the escalator (rows of 10 people long on average). It was possible to observe jamming; however, this was presented as a way of organizing the flow of passengers, which allowed them to board the escalator in a constant and orderly manner. An image of the situation can be seen in Figure 5, where it can be seen that the location of the stairs, next to the wall, influences the way in which passengers are organized to walk along the escalator. During observation, no passengers with reduced mobility were registered.
- Tobalaba station: This station is of great importance since it is the combination of Line 4, which transports passengers from the southeast sector of the city, and Line 1, which is the central axis of the metro network, since it runs to central places characterized by a large number of workplaces, therefore, with high public attendance. The observations were made on a combination staircase that transfers passengers from the platform of Line 4 to Line 1, with it combining towards the San Pablo terminal station (see Figure 3a in Section 3.1). The observation was carried out for 15 min during the peak hour (8:00 a.m. to 8:15 a.m.). Similar to Manquehue station, the flow of passengers per minute on the escalator was measured, which turned out to be 50 passengers/min. However, within the variables that affected the behavior of the passengers, it was found that the length of the stair was 6 m, that is, the stair with the shortest length in this study. Regarding the location of the passengers on the stairs, in this observation, the users did not have the option of ascending the common stairs (since there is no common staircase), unlike Manquehue or Los Dominicos. However, it was observed that 16.5% walked along the escalator, while the rest (83.5%) kept standing. As for the boarding method of the passengers, disordered behavior was observed since the passengers came from two different directions, each one from a transfer corridor, generating movements from the front and from the side. It is worth mentioning that the flow of passengers came from a side located 2 m before the entrance to the stairs, a sufficient distance to cause traffic jams when both flows converge at the entrance of the stairs. The traffic jam was not seen to be of great proportions but was limited to a maximum of four passengers trying to board the stairs at the same time. In this observation, as in the other escalators studied, no passengers with reduced mobility were found. It is important to note that in Tobalaba station, a tendency was observed in the location of passengers on the escalator when the capacity was reached, in which passengers kept a distance of one step from other passengers according to their location, left or right. This was also observed in Manquehue station due to the high number of passengers on the escalator. This behavior occurs due to the high agglomeration of passengers, reaching the capacity of the escalator.
4.2. Behavior Effect Using Detection Techniques
4.3. Results Using the Simulation Framework
- The location of the passengers on the escalator (e.g., right or left of each step).
- The way passengers reach the escalator (e.g., from the front or from the side).
- The number of lines of flow of passengers when boarding the escalator.
- The number of passengers (e.g., density).
- Scenario A: Passengers do not walk and they stand on both sides of the steps.
- Scenario B: Passengers walk from the left side and stand on the right side of the steps.
- Scenario C: Passengers walk on both sides of the steps.
4.4. Recommendations and Discussion
- The use of video cameras and detection techniques. This study included the open-source software Datafromsky (https://datafromsky.com/, access date: 2 August 2023) which may be an alternative to Guo and Zhang [29], who analyzed a subway station using the Yolo artificial vision library. These researchers expanded the use of Datafromsky which has been widely used in traffic analysis [35].
- The behavior effect for the same escalator considering different periods of time. For example, the relationship between the trip’s purpose and the type of passenger could be found. The results show that passengers may estimate the relevance of crowding to travel time, which could help to understand the relationship between congestion, comfort, and perceived security [36]. In addition, this study expands on what has been reported by other authors in terms of the perception of travel time and its impact on the well-being of passengers using the metro system [37].
5. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Station | Passenger Flow [ped/min] | Length of Escalator (m) | % Standing Passengers on the Right Side | % Walking Passengers |
---|---|---|---|---|
Los Dominicos | 22 | 13 | 83% | 17% |
Manquehue | 57 | 10 | 83% | 17% |
Tobalaba | 50 | 6 | 83.5% | 16.5% |
Period of the Day | Passenger Flow [ped/min] | % Standing Passengers | % Walking Passengers | % Passengers Standing on the Right Side |
---|---|---|---|---|
A.M. (8:00–8:30 h) | 37 | 61.2% | 38.8% | 81% |
P.M. (13:00–13:30 h) | 29 | 93.9% | 6.1% | 66% |
Flow Direction | Escalator | Location on the Steps | Average Speed [kpx/h] | Count [Passengers] |
---|---|---|---|---|
Downstream | 3 | Right | 221 | 30 |
Downstream | 3 | Left | 224 | 15 |
Downstream | 4 | Right | 220 | 42 |
Downstream | 4 | Left | 227 | 14 |
Upstream | 1 | Right | 233 | 857 |
Upstream | 1 | Left | 413 | 216 |
Upstream | 2 | Right | 238 | 857 |
Upstream | 2 | Left | 405 | 183 |
Flow Direction | Escalator | Location on the Steps | Average Speed [kpx/h] | Count [Passengers] |
---|---|---|---|---|
Downstream | 3 | Right | 232 | 597 |
Downstream | 3 | Left | 231 | 340 |
Downstream | 4 | Right | 320 | 16 |
Downstream | 4 | Left | 265 | 12 |
Upstream | 1 | Right | 218 | 253 |
Upstream | 1 | Left | 218 | 131 |
Upstream | 2 | Right | 221 | 267 |
Upstream | 2 | Left | 220 | 138 |
Number of Passengers | Maximum Density [Passengers/m2] | Maximum Flow [Passengers/min] | Average Speed of Passengers [m/s] | LOS Defined in [13] |
---|---|---|---|---|
339 | 2.15 | 74.53 | 0.45 | F |
301 | 2.10 | 71.43 | 0.45 | F |
264 | 2.06 | 74.53 | 0.45 | F |
226 | 2.03 | 74.53 | 0.45 | F |
188 | 2.15 | 77.64 | 0.46 | F |
151 | 1.67 | 62.11 | 0.46 | E |
113 | 1.85 | 68.32 | 0.46 | E |
76 | 1.25 | 52.79 | 0.46 | D |
38 | 0.67 | 31.05 | 0.47 | C |
Number of Passengers | Maximum Density [Passengers/m2] | Maximum Flow [Passengers/min] | Average Speed of Passengers [m/s] | LOS Defined in [13] |
---|---|---|---|---|
339 | 1.55 | 80.74 | 0.60 | E |
301 | 1.48 | 68.32 | 0.59 | D |
264 | 1.48 | 80.74 | 0.61 | D |
226 | 1.58 | 74.53 | 0.60 | D |
188 | 1.47 | 74.53 | 0.66 | D |
151 | 1.34 | 65.22 | 0.60 | D |
113 | 1.10 | 55.90 | 0.56 | D |
76 | 0.57 | 31.05 | 0.65 | B |
38 | 0.51 | 27.95 | 0.65 | A |
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López, A.; Tapia, A.; Seriani, S. Analyzing Escalator Infrastructures: A Pilot Study in Santiago Metro. Appl. Sci. 2023, 13, 11117. https://doi.org/10.3390/app132011117
López A, Tapia A, Seriani S. Analyzing Escalator Infrastructures: A Pilot Study in Santiago Metro. Applied Sciences. 2023; 13(20):11117. https://doi.org/10.3390/app132011117
Chicago/Turabian StyleLópez, Ariel, Anibal Tapia, and Sebastian Seriani. 2023. "Analyzing Escalator Infrastructures: A Pilot Study in Santiago Metro" Applied Sciences 13, no. 20: 11117. https://doi.org/10.3390/app132011117
APA StyleLópez, A., Tapia, A., & Seriani, S. (2023). Analyzing Escalator Infrastructures: A Pilot Study in Santiago Metro. Applied Sciences, 13(20), 11117. https://doi.org/10.3390/app132011117