3. 1 The Characteristics of PM10 and PM2.5
The monthly average concentrations for 11 years were plotted for determining long-term trends of PM10 at each station, whereas the PM2.5 trends were not discovered because of its relative short-term and lacking data. Examples of PM10 trend from 10 stations were shown in Fig. 2. The study found that long-term trends of PM10 was slightly decreasing in about half of the monitoring stations (02T, 11T, 15T, 59T, and 61T) and increasing in only one station, Ratburana station (03T). The stations with no-trend (not positive or negative) were determined when the correlation coefficient (R-value) were less than 0.1 or there were less than 50% of data at each station which were the cut-off point of the trends. There were four stations (05T, 07T, 10T, and 12T) that did not show positive or negative trends. However, if we look at the PM10 trend in the maximum months of the year, normally in dry season, and the minimum months year, normally in wet season, it appears that the decreasing trends are found in the wet season, while most stations in the dry season show positive trends. This is the main reason for recent pollution episode in Bangkok during dry season.
Fig. 2.
The long-term trends of PM10 at each station (left), and the maximum and minimum monthly average PM10 of each year (right).
The decreasing trends probably showed that Bangkok strategies to solve long-term urban PM10 issue such as enhancing the fuel and vehicle standard and monitoring mobile sources in Bangkok were efficiently implemented, with the exception of the dry season PM10 and PM2.5 episodes.
The hourly concentrations of PM10 and PM2.5 were averaged by various time scales - hour, days of the week, and month - as shown in Fig. 3. The study showed that season and sources have a role in determining the pollution concentrations. As shown in the seasonal variations of PM10 and PM2.5, the average concentrations were decreasing in the wet season and increasing in the dry season. For PM10, the maximum monthly average concentrations which were normally in January and December ranged between 50.38-88.28 μg/m3, while the minimum monthly average concentrations which were normally in August, September, and May ranged from 21.72 to 39.04 μg/m3. The maximum concentrations of each station were 193%-265% higher than the minimum. For PM2.5, the maximum monthly average concentration for PM2.5 ranged from 36.38 to 45.42 μg/m3, while the minimum ranged from 13.60 to 27.10 μg/m3. The maximum concentrations of each station were 266%-334% higher than the minimum. The seasonal variations of PM2.5 were normally high in January and December and low during the mid-year. The high dry season and low wet season concentrations of PM10 and PM2.5 are common characteristics found similarly for other air pollutants such as ozone and carbon monoxide in Thailand as well (Pochanart et al., 2003; Pochanart et al., 2001).
Fig. 3.
The characteristics of PM10 and PM2.5 (a) the seasonal variations of PM10, (b) the seasonal variations of PM2.5, (c) the days of week variations of PM10, (d) the days of week variations of PM2.5, (e) the diurnal variations of PM10, and (f) the diurnal variations of PM2.5.
The meteorological factors in the season influenced the character of the PM10 and PM2.5. The removal process by rain in the wet seasons probably has a role in reducing the pollutants, moreover, the weather condition in the dry seasons is always more stagnant and may be the cause of PM10 accumulating during the season. Biomass burning is another important source that characterize the differences between wet and dry season. More biomass burning during dry season produces higher PM2.5 and PM10 concentration. Although the levels of PM2.5 and PM10 in wet and dry season are different, the characteristic of PM2.5 and PM10 in other time scale, weekend/weekdays and diurnal variation, are still similar.
The PM10 and PM2.5 concentrations were normally higher during weekdays. For PM10, the weekdays’ average concentrations among the stations were about 3.01%-7.91% greater than the weekends’. The daily average concentrations were always highest on Wednesday and Thursday, and lowest on Sunday. Like PM10, the weekdays’ concentrations of PM2.5 were about 2.97%-10.62% higher than the weekends’ and the maximum values of PM2.5 were on Wednesday. But the lowest concentrations were normally on Saturday, except Bangna station (05T) which does not show the consistency in the minimum. The results could mean that there were fewer pollution sources on weekends or the sources during weekdays probably generated more pollutants. During weekdays, there were not only more traffic in rush hour, but also other sources from activities such as combustion in factory and construction work which generally do during the weekdays. In addition, when we look at the PM10 concentrations during long holidays which generally have less traffic in Bangkok compared to non-holidays, the PM10 concentrations during the long holidays, New Year holiday (31st December-2nd January) and Songkran Festival (13th-15th April, Thai New Year) are normally lower than the concentrations during the non-holidays in the same month, January and April.
For diurnal variations of PM10 and PM2.5, the common characteristic was that there were morning peaks. The peaks always occurred during rush hours which have heavy traffic. However, the diurnal variation of PM10 and PM2.5 were slightly different. The study revealed that PM2.5 had 2 peaks in the morning (hour 8-9) and the evening (hour 21-22). The morning peaks of PM2.5 were normally as high as the evening one. On the other hand, PM10 in 6 stations (02T, 03T, 05T, 07T, 10T, and 59T) normally showed 2 peaks and showed 3 peaks patterns in other 4 stations (11T, 12T, 15T, and 61T), but the morning peaks were generally higher than the other peaks. For example, PM10 shows one peak (hour 9) at 02T (Thonburi station), 2 peaks (hour 8 and 21) at 07T (Chatuchak station), and 3 peaks (hour 7, 13, and 19) at 12T (Yannawa station). The different number of peak hours means that the locality, such as traffic intensity, urban activities, and local meteorological condition in each area, probably had a role in determining the characteristic of the particulate matters’ concentration at each station.
For PM10 among the stations, the result found that Thonburi station (02T) had the highest average concentration, 56.18 μg/m3, while Chomthong station (15T) had the lowest, 33.32 μg/m3. The difference was 68.63%. It was found that the 3-highest PM10 concentration stations (02T, 07T, and 12T) are located in the center of Bangkok, while the 3 lowest PM10 stations (61T, 03T, and 15T) are located at the outskirt of Bangkok. For PM2.5, there were only 3 monitoring stations and the concentrations at each station did not show large differences.
The differences of the pollutant levels and patterns of each station probably mean that the characteristics of PM10 and PM2.5 were influenced by local factors, such as the local sources, weather or locations. The morning and evening peaks were probably affected by traffic, while other peaks may be caused by other minor sources (PCD, 2018b). Meanwhile, the baseline movement of PM2.5 may reflect the pollution transport from somewhere else. At the same station, the main sources of the PM10 and PM2.5 may be common, but the minor sources are different. Normally, both PM2.5 and PM10 were high when the traffic was dense, in the morning and evening.
3. 2 The Relation between PM2.5 and PM10
3. 2. 1 The Roadside and Non-roadside Ratios
The PM2.5 and PM10 concentration showed a strong correlation when we used linear regression, the correlation equation is [PM2.5]=m[PM10], when m is a slope of relation between PM2.5 and PM10. The PM2.5 and PM10 concentrations at the same hour were plotted using a scatter plot as shown in Fig. 4 (Noted that the irrational or invalid results, i.e. the hour that PM2.5 were higher than PM10 or there were only either PM10 or PM2.5 concentrations, were removed which may cause slight bias of the information).
Fig. 4.
The relation between PM2.5 and PM10 for non-roadside and roadside stations.
Table 2 showed that the slopes of relation between PM2.5 and PM10 at non-roadside stations and roadside stations which ranged from 0.53 to 0.73. When compared the non-roadside stations with the roadside stations, we did not find distinct difference between the ratios. The results probably meant that sources of PM2.5 and PM10 from the roadside and non-roadside stations were common. The R2 of each station ranged from 0.46 to 0.87, regardless of station type. This may indicate that the number of common sources and emission characteristics at each station could be difference. The station with higher R2 may have lower numbers of common source but with more intensity of emission and shorter distance to the source. While the lower R2 probably represents the influence of the various common sources, some with less intensity or longer distance from monitoring station. Local meteorological factors also determine the correlation.
Table 2.
The relation between PM2.5 and PM10.
Stations |
PM2.5 : PM10 |
R2 |
Non-roadside stations |
0.53-0.73
(0.61 average) |
0.65-0.87 |
05T - Bangna district |
0.73 |
0.87 |
59T - Phayathai district |
0.53 |
0.65 |
61T - Wangthonglang district |
0.63 |
0.81 |
Roadside station |
0.53-0.65
(0.54 average) |
0.46-0.83 |
52T - Intharaphithak road |
0.65 |
0.83 |
54T - Dindang road |
0.53 |
0.46 |
According to Fig. 4, the distributions of PM10 at each station are similar with concentrations normally ranged from 0 μg/m3 to ~<300 μg/m3, but the PM2.5 distribution pattern among the station are more disperse with the maximum concentration ranged from ~<150 μg/m3 to ~<200 μg/m3 at different sites. The difference in PM2.5 concentration range could influence the R2 value and the ratio. It is noticed that the more dispersed PM2.5 in the relation to that of PM10 could lead to the lower R2. The stations with lower R2 typically show more dispersed concentration of PM2.5 as compared to the stations with higher R2 despite the similar PM10 concentration ranges among sites.
3. 2. 2 The Seasonal Ratios
The seasonal variations of PM2.5 to PM10 ratios for non-roadside stations (Fig. 5) showed that the ratios in the wet season were normally lower than the dry season.
Fig. 5.
The seasonal variation of PM2.5 to PM10 ratios.
The seasonal ratios were calculated by data from 3 continuous-months during the dry season and the wet season of each station. The results also showed that the dry season ratios were higher than the wet season ratio. As shown in Fig. 6, the PM2.5 to PM10 ratio in the dry season was 0.64 with R2=0.76, while it was 0.58 with R2=0.56 in the wet season. According to Kim Oanh et al. (2006), the city averaged ratios between PM2.5 to PM10 at Bangkok during 2001-2004 were 0.64 for the dry season and 0.47 for the wet season. The dry season ratio was as same as the previous study, while the wet season ratio was higher for this study. Noted that the Bangkok city averaged ratios by Kim Oanh et al. (2006) were from upwind, traffic, urban, and residential sites.
Fig. 6.
The PM2.5 to PM10 ratios in dry and wet season at non-roadside stations (05T, 59T, and 61T).
The result means that the emission characteristics of PM2.5 and PM10 were different during wet and dry season. According to a study on urban air pollution improvement in Asia (Kim Oanh, 2017), the major sources of PM2.5 were diesel vehicles and biomass burning. During the wet season, the diesel vehicles sources were about 1.8%-4.3% higher than the biomass burning. On the other hand, the biomass burning in the dry season was about 10.6%-14.7% higher than the vehicles sources. The fresh burning during dry season which release high PM2.5 proportion could contribute to the higher PM2.5 and PM10 mixing ratio during the dry months. Moreover, the removal process can also affect to the PM2.5 and PM10 concentration. During the wet season, there are both wet and dry depositions, while there is only dry deposition in the dry season. More removal processes during wet season could result in lower concentrations of PM2.5 and PM10 in the wet season.
3. 2. 3 The Comparison between Bangkok’s and Other Cities’ Ratios
To compare with the PM2.5 to PM10 ratios in other cities, the city averaged ratios were in the same ranged as this study, both developed and developing countries. As shown in Table 3, the mean ratios normally ranged between 0.6 to 0.8, except Chennai site. Compared to the ratio in Bangkok with 0.61 averaged for the non-roadside area, the ratio is in the same range as most cities. That implies that the major sources of urban PM2.5 and PM10 in Bangkok and other cities are probably similar. According to Watson and Chow (2000), the ratios from combustion and burning are normally over 0.80, while the ratios from physical processes, such as road dust and construction site, are lower than 0.30. The result probably indicates that most urban areas normally have common sources of the PM2.5 and PM10 which are mainly generated by combustion or burning. On the other hand, the major sources of PM2.5 and PM10 in Chennai may be the pollutant from the physical processes.
Table 3.
The PM2.5 to PM10 ratios in other countries.
City/country |
PM2.5 to PM10 ratios |
Remarks |
UK (Munir, 2016) |
0.65 |
ranged 0.4-0.8 |
Scotland (Sykes, 2016) |
0.66 |
ranged 0.56-0.80 |
Canada (Brook, Dann & Burnett, 1997) |
0.51 |
Urban sites |
Hongkong (EPD, 2012) |
0.71 |
Annual ratio |
0.75 |
Daily ratio |
Wuhan, China (Xu et al., 2017) |
0.62±0.22 |
Urban sites |
Beijing, China (Kim Oanh et al., 2006) |
0.60 |
Dry season |
0.58 |
Wet season |
Chennai, India (Kim Oanh et al., 2006) |
0.30 |
Dry season |
0.32 |
Wet season |
Bandung, Indonesia (Kim Oanh et al., 2006) |
0.63 |
Dry season |
0.61 |
Wet season |
Manila, Philippines (Kim Oanh et al., 2006) |
0.61 |
Dry season |
0.68 |
Wet season |
Hanoi, Vietnam (Kim Oanh et al., 2006) |
0.74 |
Dry season |
0.62 |
Wet season |