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contributor authorJoo-Hyon Kang
contributor authorYingxia Li
contributor authorSim-Lin Lau
contributor authorMasoud Kayhanian
contributor authorMichael K. Stenstrom
date accessioned2017-05-08T21:57:14Z
date available2017-05-08T21:57:14Z
date copyrightApril 2007
date issued2007
identifier other%28asce%290733-9372%282007%29133%3A4%28426%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67331
description abstractSedimentation column studies and simulations using particle size distribution suggest that low removal efficiencies of smaller particles in highway runoff would be obtained using sedimentation if coagulation-flocculation is not performed. Coagulation-flocculation studies, using metal salts (alum and ferric chloride) and one organic polymer in three molecular weights, were evaluated over the 2004–2005 storm seasons. Only the first flush or approximately the first hour of runoff was coagulated. Efficiencies were quantified with particle size distribution measurements and turbidity. Results with low dosages of metal salts were ineffective and did not improve water quality. High dosages of metal salts using a sweep floc mechanism were effective in dramatically lowering runoff turbidity, but resulted in large quantities of sludge production and required pH control. A cationic organic polymer at low dosages
publisherAmerican Society of Civil Engineers
titleParticle Destabilization in Highway Runoff to Optimize Pollutant Removal
typeJournal Paper
journal volume133
journal issue4
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2007)133:4(426)
treeJournal of Environmental Engineering:;2007:;Volume ( 133 ):;issue: 004
contenttypeFulltext


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