TY - JOUR
T1 - Characteristics of non-point source pollutants on a railway bridges
AU - Im, Jiyeol
AU - Gil, Kyungik
N1 - Publisher Copyright:
© 2015 Balaban Desalination Publications. All rights reserved.
PY - 2016/1/8
Y1 - 2016/1/8
N2 - The railway industry is receiving more attention these days in accordance with the high technologies being introduced into the industry. However, the research on the railway facilities has been inadequate. The interest on non-point source pollution is increasing in an effort to protect the quality of the water system. In this study, the data of the concrete road-beds on railway bridges, the runoff characteristics, event mean concentration (EMC), and pollutant load per unit area were assessed. The railway bridge concrete road-bed areas typically show the first-flush effect, whereas the railway bridge gravel road-bed areas show a two-peak effect on the runoff characteristics of non-point source pollution. The pollutant unit load and EMC in the concrete road-bed areas have also been found to be higher than those in gravel road-bed areas. The pollutant load per unit area around railway facilities shows more non-point source pollutants than other areas. The values of heavy metals and oil and grease (O&G) pollutants more washed out than heavy metals and O&G pollutants in the pavement and urban areas. The non-point source pollutants are the main type of the pollutants around the railway facilities. In order words, it is necessary to control non-point source pollution in the railway-bridge gravel road-bed areas.
AB - The railway industry is receiving more attention these days in accordance with the high technologies being introduced into the industry. However, the research on the railway facilities has been inadequate. The interest on non-point source pollution is increasing in an effort to protect the quality of the water system. In this study, the data of the concrete road-beds on railway bridges, the runoff characteristics, event mean concentration (EMC), and pollutant load per unit area were assessed. The railway bridge concrete road-bed areas typically show the first-flush effect, whereas the railway bridge gravel road-bed areas show a two-peak effect on the runoff characteristics of non-point source pollution. The pollutant unit load and EMC in the concrete road-bed areas have also been found to be higher than those in gravel road-bed areas. The pollutant load per unit area around railway facilities shows more non-point source pollutants than other areas. The values of heavy metals and oil and grease (O&G) pollutants more washed out than heavy metals and O&G pollutants in the pavement and urban areas. The non-point source pollutants are the main type of the pollutants around the railway facilities. In order words, it is necessary to control non-point source pollution in the railway-bridge gravel road-bed areas.
KW - Concrete road-bed
KW - Gravel road-bed
KW - Heavy metal
KW - Non-point source pollution
KW - Oil and grease
KW - Railway
UR - https://www.scopus.com/pages/publications/84952298536
U2 - 10.1080/19443994.2014.997989
DO - 10.1080/19443994.2014.997989
M3 - Article
AN - SCOPUS:84952298536
SN - 1944-3994
VL - 57
SP - 684
EP - 693
JO - Desalination and Water Treatment
JF - Desalination and Water Treatment
IS - 2
ER -