2003
DOI: 10.1016/s0048-9697(02)00674-5
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Experimental studies about the impact of traction sand on urban road dust composition

Abstract: Traffic causes enhanced PM resuspension especially during spring in the US, Japan, Norway, Sweden and 10 Finland, among other countries. The springtime PM consists primarily of mineral matter from tyre-induced paved 10 road surface wear and traction sand. In some countries, the majority of vehicles are equipped with studded tyres to enhance traction, which additionally increases road surface wear. Because the traction sand and the mineral matter from the pavement aggregate can have a similar mineralogical comp… Show more

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Cited by 66 publications
(49 citation statements)
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“…While the second campaign did not register any precipitation, the EFs calculated for the first campaign (Experiments 4A and 7A) might be slightly underestimated given that only the hours with rain were discounted whilst also during the hours immediately after rain, emissions are very low (Amato et al, in press). In any case, based on the limited literature available, the resuspension emission factor estimated in this study are in the range of reported emission factors for PMio on freeways varying from 10 mg VKT -1 (Kupiainen et al, 2003) to 47 mg VKT -1 (Gehrig et al, 2004) and similar to the value used for motorways in the INFRAS emission factor handbook (INFRAS, 2004). These EF values are lower than those estimated at inner-city urban roads across Europe: Switzerland (17-92 mg VICT 1 , only LDV), Germany (57-109 mg VICT 1 ), Denmark (46-108 mg VKT -1 ) Finland (121 mg VKT -1 ) and Sweden (198 mg VKT -1 ) (Gehrig et al, 2004;Ketzel et al, 2007).…”
Section: Resultssupporting
confidence: 54%
“…While the second campaign did not register any precipitation, the EFs calculated for the first campaign (Experiments 4A and 7A) might be slightly underestimated given that only the hours with rain were discounted whilst also during the hours immediately after rain, emissions are very low (Amato et al, in press). In any case, based on the limited literature available, the resuspension emission factor estimated in this study are in the range of reported emission factors for PMio on freeways varying from 10 mg VKT -1 (Kupiainen et al, 2003) to 47 mg VKT -1 (Gehrig et al, 2004) and similar to the value used for motorways in the INFRAS emission factor handbook (INFRAS, 2004). These EF values are lower than those estimated at inner-city urban roads across Europe: Switzerland (17-92 mg VICT 1 , only LDV), Germany (57-109 mg VICT 1 ), Denmark (46-108 mg VKT -1 ) Finland (121 mg VKT -1 ) and Sweden (198 mg VKT -1 ) (Gehrig et al, 2004;Ketzel et al, 2007).…”
Section: Resultssupporting
confidence: 54%
“…Factors such as test temperature (colder during studies in e.g. Kupiainen et al, 2003 andKupiainen et al, 2005), room cleaning between experiments influencing amount of resuspension, volume and ventilation of the test facilities and differences in instrumental setup, are probably important parts of the explanation. Lower temperatures make pavement binder less elastic which might cause a more effective abrasion of the more firmly fixed pavement stones.…”
Section: Discussionmentioning
confidence: 99%
“…The ZAF-correction method is ideal for flat, homogenous samples, whereas particles of highly variable sizes and shapes reduce the accuracy of ZAFcorrected elemental results. This problem has been discussed in many articles, and the conclusion is that the accuracy of elemental analysis is sufficient to identify various particle types and to compare differences in elemental ratios of the same particle type in various samples (Gao and Anderson, 2001;Breed et al, 2002;Paoletti et al, 2002;Kupiainen et al, 2003). .…”
Section: Individual Particle Analyses By Sem/edxmentioning
confidence: 99%