Browse > Article
http://dx.doi.org/10.17663/JWR.2017.19.3.287

A study on the Management of Non-point Source Using Peak Water Quality Concentration  

Kal, Byungseok (Daon Solution co., Ltd.)
Park, Jaebeom (Daon Solution co., Ltd.)
Kwon, Heongak (Nakdong River Environment Research Center, National Institute of Environmental Research)
Im, Taehyo (Nakdong River Environment Research Center, National Institute of Environmental Research)
Lee, Jiho (Department of Civil Engineering, Seoul National University of Science and Technology)
Publication Information
Journal of Wetlands Research / v.19, no.3, 2017 , pp. 287-295 More about this Journal
Abstract
In this study, rainfall runoff characteristics according to peak concentration were analyzed using the water quality and flow data in the Geumho river, and the direction of nonpoint source management such as monitoring and management period by pollution source was derived. Peak Water Quality Concentration is the concept that utilizes the extreme value as the concentration of non-point pollution control standard with the highest water quality in the rainwater runoff. Using this method, the evaluation factors such as cumulative precipitation(total precipitation), peak water quality concentration, cumulative precipitation up to peak water quality concentration, time to peak water quality concentration, and EMC to peak water quality concentration were examined and long- Rainfall runoff characteristics of nonpoint sources were analyzed. The results of the analysis suggested proper monitoring and management method to manage nonpoint source.
Keywords
management plan; non-point source; peak water quality concentration;
Citations & Related Records
Times Cited By KSCI : 6  (Citation Analysis)
연도 인용수 순위
1 Lee, JY, Marla C. Maniquiz, Choi, JY, Lee, JW, Kim, LH (2009). Washoff characteristics of NPS pollutants from artificial grassland. J. of wetlands research, 11(3), pp. 145-151. [Korean Literature]
2 Lee, HS, Lee SH. (2009). Runoff characteristics of stormwater in small city urban area, J. of Korean Society of Environmental Engineers, 31(3), pp. 193-202.[Korean Literature]
3 Lee, JS, Jo, WS, Heo, JS, Im, JH (2007), A study on performance evalusation by estimation of EMC and SMC in non-point sources treatment system, Environmental Societies Joimt Conference, pp. 1975-1979.[Korean Literature]
4 Roh, SD, Kim, JH, Lee, DG, Kim, SJ, Shon, BY, and Chun, YK (2006) Characteristics of pollutants discharge from Hoengseong watershed during the dry and rainy seasons, J. of Korean Society on Water Quality, 22(4), pp. 525-533.[Korean Literature]
5 Shin, YC, Shin, MH, Kim, WG, Heo, SG, Im, KJ, Kim, KS, Choi, JD (2007), EMC(Event Mean Concentration) analysis of rainfall runoff, Water Resource societies joimt conference, pp. 921-955.[Korean Literature]
6 Bedient, PB, Lambert, J, Springer, NK (1980) Stormwater pollutant load-runoff relationship, J. WPCF, 52(9), pp. 2396-2402.
7 Choi, JY, Lee, SY, Kim, LH (2009), Wash-off characteristics of NPS pollutants from forest landuse. Kosham, 9(4), pp.129-134.[Korean Literature]
8 Jung. (2007) Stormwater runoff characteristics of non-point source pollutants according to landuse of urban area, J. of Korean Society of Hazard Mitigationm, 16(6), pp. 525-532[Korean Literature]
9 Kim, LH, Lim, KH, Kim, KD, Lee, BS (2005). Dynamic emcs and optimum treatment criteria for stormwater runoff of a railway station, J. of the Korean Society for Railway, 8(4), pp. 308-313.[Korean Literature]
10 Kwon, HG, Lee, JW, Yi, YJ, Yoon, YS, Lee, CS and Lee, JK (2011). The applicability for estimating MFFn by SWMM in the trunk road, J. of Korean Society on Water Quality, 27(5), pp. 605-616.[Korean Literature]