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dc.contributor.authorTsai, CJen_US
dc.contributor.authorChang, CTen_US
dc.date.accessioned2014-12-08T15:41:47Z-
dc.date.available2014-12-08T15:41:47Z-
dc.date.issued2002-11-01en_US
dc.identifier.issn1383-5866en_US
dc.identifier.urihttp://dx.doi.org/10.1016/S1383-5866(02)00074-6en_US
dc.identifier.urihttp://hdl.handle.net/11536/28411-
dc.description.abstractOne of the critical problems in making an effective strategy to control fugitive road dust is to estimate the emission factor accurately. The paper presents measured results of emission factor at field and in a wind tunnel. For the field study, three unpaved roads in Hsin Chu, Taiwan were tested. For the wind tunnel testing, the tested road dust was also collected from the field. Results of field study indicate that the emission factor of unpaved roads increases with the increasing wind speed, the number of vehicles and the speed of vehicles. It can be predicted as e (g/m(2)day) = 8.72 x 10(-3) x V-w(0.64) X s(0.19) x M-0.05 x V-v(1.32) x N-v(1.11) (V-w, m/s-wind speed, s, %-silt content of road dust; M, %-moisture content of road dust; N-v, #/h-number of vehicles: V-v, km/h-speed of vehicles) by the multi-variable regression technique. The fractions of PM10 and PM2.5, in the TSP reentrained from the unpaved roads are 20.6 +/- 12.9% and 2.3 +/- 1.2%, respectively. The wind tunnel test results show that air acceleration rate and edge effect of the dust surface increase the emission factors considerably. As air acceleration rate increases from 0.1 to 1.5 m/s(2), the emission factor increases linearly from 1.0 x 10(-4) to 7.0 x 10(-4) kg/m(2) s. However, test results show no significant effect of air acceleration and edge effect of dust surface on the threshold wind speed of reentrainment. (C) 2002 Elsevier Science B.V. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectfugitive dusten_US
dc.subjectemission factoren_US
dc.subjectreentrainmenten_US
dc.subjectwind tunnelen_US
dc.subjectunpaved roaden_US
dc.titleAn investigation of dust emissions from unpaved surfaces in Taiwanen_US
dc.typeArticle; Proceedings Paperen_US
dc.identifier.doi10.1016/S1383-5866(02)00074-6en_US
dc.identifier.journalSEPARATION AND PURIFICATION TECHNOLOGYen_US
dc.citation.volume29en_US
dc.citation.issue2en_US
dc.citation.spage181en_US
dc.citation.epage188en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000178274800011-
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