| Literature DB >> 24057980 |
Justyna Rybak1, Teresa Olejniczak2.
Abstract
Studies focused on the possible use of spider webs as environmental pollution indicators. This was a first time ever attempt to use webs as indicators of polycyclic aromatic hydrocarbons (PAHs) pollution. The aim of the study was (a) to evaluate whether webs are able to accumulate PM-associated road traffic emissions and be analyzed for organic toxics such as PAHs, (b) to assess if the distance from emission sources could have an influence on the accumulation level of pollutants, and (c) to determine types of pollution sources responsible for a structure of monitoring data set. Webs of four species from the family Agelenidae were sampled for PAHs presence. Data from vehicle traffic sites (i.e., road tunnel, arterial surface road, underground parking) and from railway traffic sites (i.e., two railway viaducts) in the city of Wroclaw (Southwest of Poland) showed a significantly higher mean concentrations of PAHs than the reference site 1 (municipal water supply works). We also found a significant differences at sites differed by the distance from emission sources. The result of PCA analysis suggested three important sources of pollution. We conclude that spider webs despite of some limitations proved useful indicators of road traffic emissions; they could be even more reliable compared to use of bioindicators whose activity is often limited by a lack of water and sun.Entities:
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Substances:
Year: 2013 PMID: 24057980 PMCID: PMC3906546 DOI: 10.1007/s11356-013-2092-0
Source DB: PubMed Journal: Environ Sci Pollut Res Int ISSN: 0944-1344 Impact factor: 4.223
Description of sampling sites
| Site | Description | Location | Sample collection |
|---|---|---|---|
| 1—Reference site: municipal water supply works | Hydraulic construction in the drinking water supply area of Wrocław, which is situated in the Southeastern part of the city. The flat grassy area is about 1,026 ha overgrown with bushes and trees. This place is >8 km away from the main routes. The use of vehicles is prohibited here. | N51°6′9.0896″/E17°3′55.0319″ | Spider webs of |
| 2—Reference site: urban residential | Biskupin, settlement in the Eastern part of the city in the district of Śródmieście. The environment is diverse including allotments, park, and high and low buildings (tenement houses and villas). | N51°6′3.4628″/E17°5′40.8611″ | Webs of spiders |
| 3—Underground parking I | Underground parking at Grunwaldzki square localized in the Northeast of Wrocław, the main communication junction with a high-intensity car traffic 24 h a day (8,365 vehicles per hour). Due to the lack of downtown ring road, cars and trucks are forced to overcome this road coming. | N51°6′39.4637″/E17°3′29.0381″ |
|
| 4—Underground parking II | The site near the former one (site 3) about 70 m from the axis of Grunwaldzka designed for a comparative analysis of PAHs content depending on the distance from emission sources. | N51°6′40.7367″/E17°3′29.0381″ | Webs of |
| 5—Railway viaduct | The railway viaduct near Starograniczna street with a length of 10 m located in a low traffic area (70 vehicles per hour), but in the vicinity of the busy street (20 m). | N51°7′32.6444″/E17°0′1.8986″ | Webs of |
| 6—Second railway viaduct | The railway viaduct with a length of 7 m. The viaduct is also located in a quiet place with a low traffic (84 vehicles per hour) but in a short distance (50 m) from the busy main route (Długa street). | N51°7′18.269″/E17°0′12.945″ | Webs of |
| 7—Arterial surface road I | Hedges along crossroad. According to the report of the Regional Inspectorate for Environmental Protection, Wrocław branch (Wojewódzki Inspektorat Ochrony Środowiska | N51°5′11.0663″/ E17°0′44.6938″ | Webs of |
| 8—Arterial surface road II | Site near the previous one (site 7) about 60 m in a straight line from the road designated to compare PAHs content depending on the distance from emission sources. | N51°5′10.5568″/E17°0′46.5863″ | Webs of |
| 9—Road tunnel | Road tunnel with a length of 90 m at Pulaskiego street. The city center and at the same time the bottleneck due to a heavy traffic and frequent congestions (9,812 vehicles per hour) (WIOŚ 2012). | N51°5′48.8614″/E17°2′32.1452″ | Webs of |
Fig. 1Location of research sites in Wrocław. Reference sites: 1 municipal water supply works, 2 urban residential, traffic sites, 3 underground parking I, 4 Underground parking II, 5 railway viaduct I, 6 railway viaduct II, 7 arterial surface road I, 8 arterial surface road II, 9 road tunnel
Validity check for chemical methods. Recovery rates and standard deviation of the corresponding PAHs in the analyzed web samples (n = 6)
| Recovery factor [%] | SD | |
|---|---|---|
| Naphthalene | 75.3 | 12.4 |
| Acenaphthylene | 89.5 | 5.3 |
| Acenaphthene | 98.7 | 8.9 |
| Fluorene | 99.4 | 12.1 |
| Phenanthrene | 87.3 | 13.4 |
| Anthracene | 88.7 | 6.2 |
| Fluoranthene | 98.1 | 16.1 |
| Pyrene | 91 | 8.2 |
| Benzo[ | 89.2 | 14.2 |
| Chrysene | 93.1 | 12.5 |
| Benzo[ | 95.3 | 7.8 |
| Benzo[ | 96.4 | 6.5 |
| Benzo[ | 90.1 | 9.9 |
| Indeno[ | 99.6 | 15.7 |
| Dibenzo[ | 95.4 | 11.8 |
| Benzo[ | 82.7 | 12.5 |
Mean concentrations and standard deviation of PAHs at selected sites in 2011; the samples were collected after 60 days of exposure for genus Malthonica. Concentrations and SD are given in nanogram per gram dry weight
| PAH [ng/g] | Site no. 1 reference site | Site no. 2 reference site | Site no. 3 | Site no. 4 | Site no .7 | Site no. 8 |
|---|---|---|---|---|---|---|
| Naphthalene | L. d. | 15.9 ±2.1 | 3.6 ± 1.08 | 1.9 ± 0.8 | 13.01 ± 3.05* | 1.2 ± 0.2 |
| Acenaphthylene | L. d. | L. d. | L. d | L. d | 65.06 ± 3.8 | 25.9 ± 2.5 |
| Acenaphthene | L. d. | L. d. | 91.1 ± 5.2 | L. d. | 13.01 ± 1.9 | L. d. |
| Fluorene | L. d. | 15.2 ± 6.4 | 191.1 ± 11 | L. d. | 19.5 ± 6 | L. d. |
| Phenanthrene | L. d. | 58.7 ± 12.2 | 331.6 ± 16.6* | 140.9 ± 35.8 | 227.7 ± 33.9 | 20.5 ± 1.9 |
| Anthracene | L. d. | 23.2 ± 8.9 | 80.6 ± 12.5* | 65.1 ± 12.4 | 551.3 ± 49.9* | 451.4 ± 16 |
| Fluoranthene | 86.6 ± 5.2 | 541.5 ± 27.2 | 570.9 ± 54.9* | 144.7 ± 9 | 1,035.8 ± 26.4* | 312.06 ± 25.2 |
| Pyrene | 64.9 ± 2.2 | 78.8 ± 9 | 70.2 ± 12.4* | 29.8 ± 12 | 1,014.3 ± 37.01* | 532.1 ± 30.3 |
| Benz[ | L. d. | 121.3 ± 7 | 141.8 ± 14.6* | 74.6 ± 12.3 | 2,565.4 ± 25.3* | 1,245.1 ± 63.4 |
| Chrysene | 33.0 ± 2.1 | 56.3 ± 6.9 | 189.1 ± 10.7* | 119.4 ± 6.9 | 764.8 ± 22.9 | 709.8 ± 14.06 |
| Benzo[ | L. d. | 57.2 ± 2.4 | 307.3 ± 41.03* | 134.3 ± 25.9 | 307.7 ± 13.2 | 121.6 ± 11.6 |
| Benzo[ | L. d. | 70.1 ± 3.6 | L. d. | L. d. | L. d. | L. d |
| Benzo[ | 94.5 ± 7.3 | 78.7 ± 9.5 | 141.8 ± 23.04* | L. d. | 906.3 ± 19.8* | 400.8 ± 14.7 |
| Indeno[ | L. d. | L. d | 330.9 ± 26.9* | 179.1 ± 21.4 | 653.2 ± 15.3* | 381.2 ± 35.7 |
| Dibenz[ | L. d. | 69.1 ± 2.6 | L. d. | L. d. | 306.6 ± 26.2* | 205.8 ± 9.1 |
| Benzo[ | L. d. | 673.04 ± 98.4 | L. d. | L. d | 711.9 ± 40.9* | 227.5 ± 39.3 |
| Sum of PAHs | 279.08 ± 16.8 | 1,859.1 ± 197.2 | 2,450.3 ± 230.1 | 890.06 ± 136.5 | 9,155.5 ± 325.6 | 4,635.99 ± 264.02 |
L. d. below detection limit
*p < 0.05 (the values are statistically significant between sites 1 and 3 (asterisk at site 3, genus Malthonica) and site 3 and 7 (asterisk at site 7, genus Malthonica); n = 5)
Mean concentrations and standard deviation of 16 EPA PAHs at selected sites in 2011; the samples were collected after 60 days of exposure for genus Tegenaria. Concentrations and SD are given in nanogram per gram dry weight
| PAHs[ng/g] | site no. 5 railway viaduct | site no.6 railway viaduct | site no. 9 road tunnel |
|---|---|---|---|
| Naphthalene | 18 ± 3.1 | 14.9 ± 3.1 | L. d. |
| Acenaphthylene | 18.9 ± 3.2* | 3.4 ± 0.3* | 16.7 ± 1.4* |
| Acenaphthene | 14.4 ± 1.51 | 7.4 ± 1.4 | L. d. |
| Fluorene | 35.1 ± 2.09 | 26.1 ± 2.2 | L. d. |
| Phenanthrene | 286.4 ± 9.09* | 34.4 ± 9.9* | 150.7 ± 4.6* |
| Anthracene | 43.5 ± 5.7* | 110.1 ± 6.7* | 165.1 ± 13.8* |
| Fluoranthene | 343.4 ± 29.9* | 114.9 ± 2.9* | 766.1 ± 23.6* |
| Pyrene | 380.1 ± 25.5* | 240.02 ± 25.5* | 1154.9 ± 48.5* |
| Benz[ | 515.4 ± 9.4* | 245.5 ± 12.2* | 787.3 ± 51.6* |
| Chrysene | 386.3 ± 10* | 191.9 ± 15.3* | 684.5 ± 21.06* |
| Benzo[ | 100.4 ± 11.6* | 440.7 ± 31.03* | 350.3 ± 6.6* |
| Benzo[ | 123.4 ± 13.9 | L. d. | L. d. |
| Benzo[ | 451.7 ± 6.05* | 313.6 ± 1.5* | 607.03 ± 5.1* |
| Indeno[ | 145.7 ± 3.8* | 74.5 ± 5.07* | 396.8 ± 36.9* |
| Dibenz[ | 315.9 ± 6.09* | 170.9 ± 8.6* | 67.02 ± 5.7* |
| Benzo[ | 740.9 ± 5.4* | 38.8 ± 4.7* | 314.08 ± 8.5* |
| Sum of PAHs | 3920.8 ± 146.4 | 2027.34 ± 130.49 | 5460.8 ± 227.6 |
L. d. below detection limit
*p < 0.05 (the values are statistically significant between sites 1 and 5, 6, and 9 (asterisk at sites 5, 6, and 9, genus Tegenaria); n = 5)
Fig. 2Contribution (%) of two-, three-, four-, five-, and six-ring PAHs to total sum at studied sites
Molecular ratios calculated for nine sites of phenanthrene/anthracene (Phen/Anth) and fluoranthene/pyrene (Flua/Pyr)
| Site | Phen/Anth | Flua/Pyr |
|---|---|---|
| Site no. 1—reference site: municipal water supply works | – | 1.3 |
| Site no. 2—reference site: urban residential | 2.5 | 6.8 |
| Site no. 3—underground parking I | 4.1 | 8.1 |
| Site no. 4—underground parking II | 2.3 | 4.8 |
| Site no. 5—railway viaduct | 6.6 | 0.9 |
| Site no. 6—second railway viaduct | 0.3 | 0.4 |
| Site no. 7—arterial surface road I | 41.1 | 1.02 |
| Site no. 8—arterial surface road II | 0.04 | 0.58 |
| Site no. 9—road tunnel | 0.9 | 0.66 |
Fig. 3a PCA analysis for sites 3, 5, 6, and 9 (tunnel, viaducts, and parking) excluding Acpy, Bekf, Dibe, and Bepy. Cumulative percentage of variation explained by three components: 86.78 %. Webs of species Malthonica (site 3) and Tegenaria (sites 5, 6, and 9) were used. Napht naphthalene, Acpy acenaphthylene, Acpe acenaphthene, Flur fluorene, Phen phenanthrene, Anth anthracene, Flua fluoranthene, Pyr pyrene, Bean benzo[a]anthracene, Chry chrysene, Bebf benzo[b]fluoranthene, Bekf benzo[k]fluoranthene, Bepe benzo[a]pyrene, Inpy indeno[1,2,3-c,d]pyrene, Dibe dibenzo[a,h]anthracene, Bepy benzo[g,h,i]perylene. b PCA analysis for sites 3, 5, 6, and 9 (tunnel, viaducts, and parking). Components 2 and 3. c PCA analysis for sites 3 and 4 (parking) excluding Acpy, Bekf, Dibe, and Bepy. Cumulative percentage of variation explained by two components: 86.52 %. Webs of species M. ferruginea were used
Rotated principal component matrix of PAHs for sites. Rotation method VARIMAX with Keiser normalization. Bold loadings >0.70
| PAHs | Component 1 | Component 2 | Component 3 |
|---|---|---|---|
| Naphthalene | −0.44 | 0.2 | 0.62 |
| Acenaphthene | 0.24 | 0.72 | 0.5 |
| Fluorene | 0.23 | 0.9 | 0.31 |
| Phenanthrene | 0.22 | 0.07 | 0.92 |
| Anthracene | 0.83 | −0.41 | −0.14 |
| Fluoranthene | 0.89 | −0.25 | 0.31 |
| Pyrene | 0.4 | 0.81 | −0.17 |
| Benz[ | 0.41 | 0.88 | 0.09 |
| Chrysene | 0.66 | −0.7 | −0.08 |
| Benzo[ | 0.65 | 0.15 | −0.42 |
| Benzo[ | 0.22 | −0.92 | 0.17 |
| Indeno[ | 0.92 | 0.06 | 0.17 |
| Variance, % | 47.9 | 25.2 | 13.6 |
Rotated component matrix of PAHs for sites 3 and 4. Rotation method VARIMAX with Keiser normalization. Bold loadings >0.70
| PAHs | Component 1 | Component 2 |
|---|---|---|
| Naphthalene | −0.007 | 0.93 |
| Acenaphthene | 0.4 | 0.83 |
| Fluorene | 0.91 | 0.4 |
| Phenanthrene | 0.82 | 0.46 |
| Anthracene | 0.6 | 0.61 |
| Fluoranthene | 0.84 | 0.5 |
| Pyrene | 0.36 | 0.76 |
| Benz[ | 0.86 | 0.34 |
| Chrysene | 0.87 | 0.22 |
| Benzo[ | 0.88 | −0,05 |
| Benzo[ | 0.84 | 0.42 |
| Indeno[ | 0.72 | 0.66 |
| Variance, % | 73.74 | 12.78 |