Applying a Pedestrian Level of Service in the Context of Social Distancing: The Case of the City of Madrid
Abstract
:1. Introduction
- Evaluate the effects of social distancing on spatio-temporal patterns of pedestrian mobility using pedestrian counters.
- Propose a pedestrian level of service for pandemics that enables the use of tactical urban planning measures.
- Evaluate the pedestrian level of service with and without social distancing.
2. Literature Review
2.1. Pedestrian Levels of Service (PLOS)
2.2. Big Data
2.3. COVID-19 Transmission
3. Materials and Methods
3.1. Case Study
3.2. Data
- (a)
- The data provided by Apple [28] refer to the number of requests for directions by country, region, or city, and were compared to the reference data of 13 January 2020 used in this study. These data from Apple users were included anonymously, which implies that the associated identifiers are random and rotating. Moreover, the data do not include any demographic information about the users, so no relations can be established with specific population groups.
- (b)
- Google provided Local Mobility Reports on COVID-19 [42], which showed the trend in movement over time at different scales, classified by categories of places (shops and leisure, supermarkets and pharmacies, public transport stations, workplaces, and residential areas).
- (c)
- The database of pedestrian counters is available to the public on the Madrid Council’s open data (Datos Abiertos) website [41]. This data source is maintained by the local administration, which periodically publishes data with a high level of disaggregation and in an exhaustive manner, which results in high-quality data. The counter data have been available since 2019, but they are not homogenous, and these limitations must be taken into account if the information is to be correctly processed. A total of 19 counters are available and distributed around the Centro district, some in main streets and others in smaller, more outlying ones. The durations for which the numbers of pedestrians were recorded was 15 min in 2019 and 60 min in 2020 and 2021. This change in frequency must be taken into account and we return to it in Section 3.3.
- (d)
- Finally, we used the street plan of the pavements of the city of Madrid as the base map for analysis. It is freely available through the Geoportal of the Madrid Council [43] at a scale of 1:1000, with the latest update in 2016. This information has been updated manually on the pavements that have been extended after the date of publication of the plan.
3.3. Methodology
3.3.1. Data Preprocessing and Street Characterisation
3.3.2. Spatio-Temporal Patterns
3.3.3. Designing a Pandemic Pedestrian Level of Service (P-PLOS)
- Ad is the walking-dispersion area;
- Ddf(v) is the walking-dispersion distance based on speed;
- LDd is the walking-dispersion lateral distance.
- Vp is the flow rate per unit of width (pedestrian/min/m);
- Spr is the reference pedestrian walking speed (m/min);
- Ap is the pedestrian space (m2/p).
4. Results
4.1. Changes in Mobility Patterns
4.2. Changes in Pedestrian Level of Service (PLOS)
5. Discussion
6. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement:
Acknowledgments
Conflicts of Interest
Appendix A
Counter name | Pavement Width (m) | Parking lane | >1 Traffic Lane | Pedestrian Flow (Peak Hour) 1 | Photo |
---|---|---|---|---|---|
PERM_PEA02_PM01 | 9.5 | No | No | 6124 (19–20 h) | |
PERM_PEA03_PM01 | 3 | Yes | No | 570 (19–20 h) | |
PERM_PEA04_PM01 | 3.6 | No | No | 997 (19–20 h) | |
PERM_PEA05_PM01 | 3 | No | No | 1288 (17–18 h) | |
PERM_PEA06_PM01 | 5 | No | Yes | 937 (12–13 h) | |
PERM_PEA07_PM01 | 4.5 | Yes | No | 2031 (17–18 h) | |
PERM_PEA08_PM01 | 14 | No | Yes | 4787 (18–19 h) | |
PERM_PEA08_PM02 | 14 | No | Yes | 4041 (18–19 h) | |
PERM_PEA09_PM01 | 2 | No | Yes | 493 (17–18 h) | |
PERM_PEA10_PM01 | 4.5 | Yes | Yes | 1108 (19–20 h) | |
PERM_PEA11_PM01 | 7.5 | No | No | 1172 (13–14 h) | |
PERM_PEA12_PM01 | 6 | No | Yes | 328 (12–13 h) | |
PERM_PEA13_PM01 | 5 | No | Yes | 1380 (19–20 h) | |
PERM_PEA14_PM01 | 4 | No | Yes | 1626 (18–19 h) | |
PERM_PEA15_PM01 | 6.3 | No | No | 999 (12–13 h) | |
PERM_PEA16_PM01 | 6.5 | No | Yes | 1992 (19–20 h) | |
PERM_PEA17_PM01 | 3.6 | No | Yes | 2246 (19–20 h) | |
PERM_PEA18_PM01 | 4.5 | No | Yes | 2740 (19–20 h) | |
PERM_PEA19_PM01 | 5.6 | No | Yes | 2740 (12–13 h) |
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Counter Name | Street | Building No. | Description | Pavement Width (m) |
---|---|---|---|---|
PERM_PEA02_PM01 | Calle Fuencarral | 22 | Pedestrian street | 9.5 |
PERM_PEA03_PM01 | Calle San Bernardo | 36 | Even numbers | 3 |
PERM_PEA04_PM01 | Calle Hortaleza | 18 | Even numbers | 3.6 |
PERM_PEA05_PM01 | Carrera de San Jerónimo | 6 | Even numbers | 3 |
PERM_PEA06_PM01 | Calle Atocha | 95 | Odd numbers | 5 |
PERM_PEA07_PM01 | Calle Mayor | 13 | Odd numbers | 4.5 |
PERM_PEA08_PM01 | Gran Vía | 34 | Even numbers | 14 |
PERM_PEA08_PM02 | Gran Vía | 33 | Odd numbers | 14 |
PERM_PEA09_PM01 | Paseo de Recoletos | 22 | Even numbers | 2 |
PERM_PEA10_PM01 | Calle Génova | 12 | Even numbers | 4.5 |
PERM_PEA11_PM01 | Calle Huertas | 29 | Pedestrian street | 7.5 |
PERM_PEA12_PM01 | Madrid Río 1 | 1 | Pedestrian street | 7.5 |
PERM_PEA13_PM01 | Calle Princesa | 1 | Odd numbers | 5 |
PERM_PEA14_PM01 | Alberto Aguilera | 56 | Even numbers | 3.6 |
PERM_PEA15_PM01 | Calle Toledo | 23 | Odd numbers | 6.3 |
PERM_PEA16_PM01 | Plaza del Emperador Carlos V | 11 | Odd numbers | 6.5 |
PERM_PEA17_PM01 | Ronda de Valencia | 16 | Even numbers | 3.6 |
PERM_PEA18_PM01 | Calle Alcalá | 34 | Even numbers | 4.5 |
PERM_PEA19_PM01 | Calle Bailén | 10 | Even numbers | 5.6 |
Level of Service | PLOS (HCM, 2000) | P-PLOS | ||||
---|---|---|---|---|---|---|
Space (m2/p) | Flow Rate (p/min/m) | Speed (m/min) | Space (m2/p) | Flow Rate (p/min/m) | Speed (m/min) | |
A | >5.6 | <16.40 | >77.72 | >8.8 | <7.6 | >83.3 |
B | 5.6–3.7 | 16.40–22.97 | 77.72– 76.26 | 8.8–8.2 | 7.6–8.1 | 83.3–75.0 |
C | 3.7–2.2 | 22.97–32.81 | 76.26– 73.15 | 8.2–7.5 | 8.1–8.9 | 75.0–66.7 |
D | 2.2–1.4 | 32.81– 49.21 | 73.15–68.58 | 7.5–6.8 | 8.9–9.8 | 66.7–58.3 |
E | 1.4–0.75 | 49.21–75.46 | 68.58– 45.72 | 6.8–5.5 | 9.8–12.1 | 58.3–41.67 |
F | <0.75 | >75.46 | <45.72 | <5.5 | >12.1 | <41.67 |
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Talavera-Garcia, R.; Pérez-Campaña, R. Applying a Pedestrian Level of Service in the Context of Social Distancing: The Case of the City of Madrid. Int. J. Environ. Res. Public Health 2021, 18, 11037. https://doi.org/10.3390/ijerph182111037
Talavera-Garcia R, Pérez-Campaña R. Applying a Pedestrian Level of Service in the Context of Social Distancing: The Case of the City of Madrid. International Journal of Environmental Research and Public Health. 2021; 18(21):11037. https://doi.org/10.3390/ijerph182111037
Chicago/Turabian StyleTalavera-Garcia, Ruben, and Rocío Pérez-Campaña. 2021. "Applying a Pedestrian Level of Service in the Context of Social Distancing: The Case of the City of Madrid" International Journal of Environmental Research and Public Health 18, no. 21: 11037. https://doi.org/10.3390/ijerph182111037
APA StyleTalavera-Garcia, R., & Pérez-Campaña, R. (2021). Applying a Pedestrian Level of Service in the Context of Social Distancing: The Case of the City of Madrid. International Journal of Environmental Research and Public Health, 18(21), 11037. https://doi.org/10.3390/ijerph182111037