| Literature DB >> 35018285 |
Néstor Diego Rivera Campoverde1, Paúl Andrés Molina Campoverde1, Gina Pamela Novillo Quirola1, William Fernando Ortiz Valverde1, Bryan Michael Serrano Ortiz1.
Abstract
At the end of 2019 in Wuhan China city, the outbreak of the virus called SARS-CoV 2 was originated, which later became a pandemic. In Ecuador, patient zero arrived on February 14, 2020 and the first mobility restriction imposed by the Government occurred on Tuesday, March 17 of the same year. Throughout the confinement, vehicle mobility restrictions have been modified by government entities depending on the number of infected people. This article presents an air quality study in the historic center of Cuenca city as consequence of mobility changes caused by Covid-19, where a comparison of concentration levels of polluting gases of the first semester of 2018, 2019 and 2020 is made, that allow differentiating and identifying the influence of vehicular flow on air quality. It can also be verified how the decrease in vehicle mobility restrictions influenced the increase in the rate of daily infections. For the study, air quality data published by the public mobility company of the city of Cuenca (EMOV EP) and the communications issued by the Emergency Operations Committee (COE), before and during the confinement, were collected. The acquisition, classification, analysis and interpretation of the data obtained through machine learning techniques was carried out. It can be concluded that while mobility restrictions were more severe, air quality improved and infections rate of decrease. Obtaining that polluting gases such as NO2 and CO produced by vehicular traffic show correlations of 61% and 60% respectively, which means that after 15 days of lifting the restrictive measures, the pollutants increased as well as the number of infected.Entities:
Keywords: Air monitoring network; Air quality; Covid-19; Emission; Statistical techniques; Vehicular flow Type
Year: 2021 PMID: 35018285 PMCID: PMC8739519 DOI: 10.1016/j.matpr.2021.07.474
Source DB: PubMed Journal: Mater Today Proc ISSN: 2214-7853
Sensors used in the automatic station for the polluting gases monitoring.
| Pollutant | Method | Brand/Model |
|---|---|---|
| Carbon monoxide (CO) | Non-dispersive infrared radiation absorption USEPA | Teledyne. M300E |
| Sulfur dioxide (SO2) | UV fluorescence USEPA | Teledyne. M100E |
| Nitrogen dioxide (NO2) | Nitrogen Dioxide Chemiluminescence USEPA | Teledyne. M200E |
| Fine Particulate Material (PM2.5) | Beta ray attenuation USEPA | Met One BAM-1020 |
| Ozone (O3) | Ultraviolet radiation absorption USEPA | Teledyne. M400E |
Fig 1Scatter charts and correlation values between vehicular traffic and polluting gases.
Sensors used in the automatic station for the polluting gases monitoring.
| Presentation of the Correlation | Results |
|---|---|
| Very weak correlation (0,00 a 0,19) | Traffic V. vs SO2 (0.11) y Tráfico V. vs PM2.5 (0.18) |
| Weak correlation (0.20 a 0.39) | Traffic V. vs NO2 (0.27) |
| Moderate correlation (0.40 a 0.69) | Traffic V. vs CO (0.60), Traffic V. vs NO (0.43), Traffic V. vs NOX (0.42) |
| Strong correlation (0.70 a 0.89) | CO vs NOX (0.82), CO vs NO (0.82), NO2 vs NOX (0.78) |
| Very strong correlation (0.90 a 1.00) | NO vs NOX (0.95) |
Sensors used in the automatic station for the polluting gases monitoring.
| Correlation presentation | Results |
|---|---|
| Very weak correlation (0,00 a 0,19) | T.A vs CO (-0.10), PA vs CO (0.07), H.R vs CO (0.04), V.V vs CO (0.07), P.A vs O3 (0.13), T.A vs NO2 (-0.14), P.A vs NO2 (-0.15), V.V vs NO2 (-0.08), P.A vs NOX (0.09), V.V vs NOX (-0.19), T.A vs PM2.5 (-0.16), H.R vs PM2.5 (0.06), R.S vs PM2.5 (0.12), V.V vs PM2.5 (-0.15) |
| Weak correlation (0.20 a 0.39) | R.S vs CO (-0.21), T.A vs NO (-0.36), P.A vs NO (0.20), H.R vs NO (0.39), R.S vs NO (-0.25), V.V vs NO (-0.22), H.R vs NO2 (0.21), R.S vs NO2 (-0.36), T.A vs NOX (- 0.32), H.R vs NOX (0.37), R.S vs NOX (-0.31), H.R vs SO2 (0.39), R.S vs SO2 (-0.25), V.V vs SO2 (-0.38). |
| Moderate correlation (0.40 a 0.69) | V.V vs O3 (0.49), T.A vs SO2 (-0.53), P.A vs SO2 (0.54), P.A vs PM2.5 (0.40) |
| Strong correlation (0.70 a 0.89) | T.A vs O3 (0.78), H.R vs O3 (-0.83 |
| Very strong correlation (0.90 a 1.00) | R.S vs O3 (0.90) |
Traffic lights in canton of Cuenca.
| Traffic light color | Start date | End date | Curfew | Place |
|---|---|---|---|---|
| Without restrictions | January 1st | March 16 | – | TE |
| No traffic light 1 | March 17 | March 20 | 21:00 a 5:00 | TE |
| No traffic light 2 | March 21 | March 24 | 19:00 a 5:00 | TE |
| No traffic light 3 | March 25 | April 12 | 14:00 a 5:00 | TE |
| Red | April 13 | May 24 | 14:00 a 5:00 | Cuenca |
| Yellow 1 | May 25 | June 30 | 21:00 a 5:00 | Cuenca |
| Yellow 2 | July 1st | July 30 | 23:00 a 5:00 | Cuenca |
| Yellow 3 | July 31 | August 31 | M to T 21:00 a 5:00,F to S 19:00 a 5:00 | Cuenca |
Fig 3Polluting gases growth according to traffic lights 2020.
Traffic lights in Cuenca canton
| Traffic light | Year | CO total sum(mg/m3) | Traffic light | Year | CO total sum(mg/m3) |
|---|---|---|---|---|---|
| Without restrictions | 2018 | 18.2819 | Red traffic light | 2018 | 15.9841 |
| 2019 | 35.3406 | 2019 | 16.1288 | ||
| 2020 | 13.2587 | 2020 | 9.5579 | ||
| No traffic light 1 | 2018 | 18.9913 | Yellow traffic light 1 | 2018 | 17.8169 |
| 2019 | 11.5654 | 2019 | 18.8529 | ||
| 2020 | 7.4779 | 2020 | 15.4912 | ||
| No traffic light 2 | 2018 | 22.7402 | Yellow traffic light 2 | 2018 | 18.1508 |
| 2019 | 16.6248 | 2019 | 17.7408 | ||
| 2020 | 7.7538 | 2020 | 19.8205 | ||
| No traffic light 3 | 2018 | 19.4370 | Yellow traffic light 3 | 2018 | 19.1589 |
| 2019 | 8.3518 | 2019 | 20.3857 | ||
| 2020 | 13.3521 | 2020 | 20.4924 |
Fig 2CO from January to August 2018.
Traffic lights in Cuenca canton
| Polluting gases | Higher growth | Minor growth |
|---|---|---|
| CO | Yellow 3 | No traffic light and No traffic light 2 |
| O3 | No traffic light 2 | Red and Yellow 1 |
| NO2 | Unrestricted and Yellow 2 | No traffic light and No traffic light 2 |
| SO2 | Yellow 2 and Yellow 2 | No traffic light and red |
| PM2.5 | No traffic light 2 | Red and Yellow 1 |
Fig 4No restriction period; Traffic light 1.
Fig 5No traffic light 2; No traffic light 3 period.
Fig 6Red traffic light period; Yellow traffic light 1. (For interpretation of the references to color in this figure legend, the reader is referred to the web version of this article.)
Fig 7Yellow traffic light 2 period; Yellow traffic light 3 period. (For interpretation of the references to color in this figure legend, the reader is referred to the web version of this article.)
Fig 8Polluting gases and infected per day.
Determination coefficient R2 compared with the days of polluting gases displacement.
| Polluting gases | Adjusted R-square | Displacement days |
|---|---|---|
| CO | 0.4084 | 14 |
| NO2 | 0.3747 | 15 |
| SO2 | 0.2736 | 19 |
| PM2.5 | 0.1121 | 15 |
Correlation between polluting gases and daily infections
| Correlation presentation | Results |
|---|---|
| Very weak correlation (0,00 a 0,19) | O3 vs Daily infected (0.14) |
| Weak correlation (0.20 a 0.39) | PM2.5 vs Daily infected (0.27), O3 vs NO2 (0.33), O3 vs SO2 (0.36), NO2 vs PM2.5 (0.38), SO2 vs PM2.5 (0.32) |
| Moderate correlation (0.40 a 0.69) | CO vs Daily infected (0.60), NO2 vs Daily infected (0.61), SO2 vs Daily infected (0.53), CO vs O3 (0.47), CO vs PM2.5 (0.46), O3 vs PM2.5 (0.67), NO2 vs SO2 (0.62) |
| Strong correlation (0.70 a 0.89) | CO vs NO2 (0.80), CO vs SO2 (0.71) |
| Very strong correlation (0.90 a 1.00) | – |