TY - JOUR
T1 - Performance of a filtration system equipped with filter media for parking lot runoff treatment
AU - Fuerhacker, Maria
AU - Haile, Tadele Measho
AU - Monai, Bernhard
AU - Mentler, Axel
PY - 2011/7/15
Y1 - 2011/7/15
N2 - Stormwater runoff from automobile trafficked areas introduces significant loads of pollutants to receiving water bodies leading to an adverse long term effect. To control runoff pollutants from parking lot, a filtration treatment system with a layered filter media activated carbon, composite, vermiculite and zeolite was installed. The removal of the pollutant constituents was evaluated in this study. During a monitoring period of eighteen months eleven runoff samples were collected from the influent and effluent sections and analyzed for the mentioned pollutant parameters. The mean influent annual load of TSS, Cu and Zn were 2600, 2.1 and 3.5kg respectively. For the monitoring period mean removal efficiencies of 85% for TSS, 75% for Cu, 73% for Zn, 83% for 16 EPA PAHs, 70 to 98% for individual PAHs, 93% for mineral oil, 71% for NH4-N and 52% for TOC were achieved. Greater than 60% of the Cu load was removed within the filter chambers, but >60% of Zn and TSS loads were removed in the sedimentation tank, oil separator and geotextile filter mainly due to filtration, precipitation and sorption to sediments. Furthermore, except for chrysene heavier molecular weight PAH compounds were effectively removed than lighter molecular weight PAH compounds. The treatment mechanisms include: filtration, precipitation, adsorption and cation exchange.
AB - Stormwater runoff from automobile trafficked areas introduces significant loads of pollutants to receiving water bodies leading to an adverse long term effect. To control runoff pollutants from parking lot, a filtration treatment system with a layered filter media activated carbon, composite, vermiculite and zeolite was installed. The removal of the pollutant constituents was evaluated in this study. During a monitoring period of eighteen months eleven runoff samples were collected from the influent and effluent sections and analyzed for the mentioned pollutant parameters. The mean influent annual load of TSS, Cu and Zn were 2600, 2.1 and 3.5kg respectively. For the monitoring period mean removal efficiencies of 85% for TSS, 75% for Cu, 73% for Zn, 83% for 16 EPA PAHs, 70 to 98% for individual PAHs, 93% for mineral oil, 71% for NH4-N and 52% for TOC were achieved. Greater than 60% of the Cu load was removed within the filter chambers, but >60% of Zn and TSS loads were removed in the sedimentation tank, oil separator and geotextile filter mainly due to filtration, precipitation and sorption to sediments. Furthermore, except for chrysene heavier molecular weight PAH compounds were effectively removed than lighter molecular weight PAH compounds. The treatment mechanisms include: filtration, precipitation, adsorption and cation exchange.
KW - Filter media
KW - Filtration
KW - Pollutants
KW - Removal efficiencies
KW - Stormwater runoff
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U2 - 10.1016/j.desal.2011.02.041
DO - 10.1016/j.desal.2011.02.041
M3 - Article
AN - SCOPUS:79958053300
SN - 0011-9164
VL - 275
SP - 118
EP - 125
JO - Desalination
JF - Desalination
IS - 1-3
ER -