Browse > Article
http://dx.doi.org/10.17663/JWR.2015.17.4.391

Analysis on the Characteristics of Nonpoint sources during the Precipitation in Residential Area  

Kwon, Heongak (Nakdonggang Water Environment Research Center, National Institute of Environmental Research)
Im, Toehyo (Nakdonggang Water Environment Research Center, National Institute of Environmental Research)
Na, Seungmin (Nakdonggang Water Environment Research Center, National Institute of Environmental Research)
Lee, Chunsik (Department of Environmental Engineering, Kyeongnam National University of Science and Technology)
Cheon, Seuk (Nakdonggang Water Environment Research Center, National Institute of Environmental Research)
Publication Information
Journal of Wetlands Research / v.17, no.4, 2015 , pp. 391-401 More about this Journal
Abstract
In this study, divided into small category groups for the residential area it was carried out monitoring for the runoff during precipitation. Based on the results analyzed according to the nonpoint sources Housing leakage characteristics. Analysis of the rainfall runoff and concentration of each type of exclusive detached house with apartments, in the majority of precipitation types runoff concentrations were higher in early. In the case of a difference of two points per runoff rate rainfall it was largely investigation. The average runoff is estimated loadings of BOD $101.1kg/km^2$, SS $232.2kg/km^2$, T-N $18.2kg/km^2$, T-P $2.0kg/km^2$ detached house case, if the apartment was estimated at point BOD $108.82kg/km^2$, SS $329.18kg/km^2$, T-N $57.67kg/km^2$, T-P $4.21kg/km^2$. The average EMCs is BOD BOD 6.6 mg/L, SS 12.8 mg/L, T-N 1.518 mg/L, T-P 0.099 mg/L detached house case, if the apartment was estimated at point BOD 6.3 mg/L, COD 11.2mg/L, SS 14.5 mg/L, T-N 3.1 mg/L, T-P 0.2 mg/L. The initial 30 percentage calculated based on the initial results, the total flow of 30% if the outflow of detached house showed a net percentage difference to T-P 1.04 > T-N 0.97 > BOD 0.90 > SS 0.80. The apartment area showed the percentage difference in the water quality in the order of BOD 1.49 > T-P 1.40 > SS 1.30 > T-N 0.96 per item.
Keywords
Precipitation runoff; Nonpoint source; EMCs; $MFF_n$;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
연도 인용수 순위
1 Bedient, P. B., Harned, D. A., and Characklis, W. G. (1978). Stormwater analysis and prediction in Houston. J. Environment, 104(6), pp. 1087-1100.
2 Bedient, P.B., Lambert, J., Springer, N. K. (1980). Stormwater Pollutant Load-runoff Relationship, J. WPCF, 52(9), pp. 2396-2402.
3 Bedient, P. B., Harned, D. A., and Characklis, W. G. (2002). Stormwater analysis and prediction in Houston, J. Environ., 45(9), pp. 249-254.
4 Han, Y. H., Han, S. L., Lau, M. Kayhanian and Stestrom, M. K. (2006). Correlation analysis among highway stormwater pollutants and characteristics, J. of Water Sci. Technal., 53(2), pp. 235-243.
5 Janet Barco, Sergio Papiri, Michael K, Stenstron, (2008). First flush in a combined sewer system, Chemosphere, 71, pp. 827-823.   DOI
6 Kim, LH and Lee, SH (2005). Characteristics od Metal Pollutants and Dynamic EMCs in a Parking Lot and a Bridge during Storms. Korean Society on Water Quality, 21(4), pp. 385-392. [Korean Literature]
7 Kim, SK, Park, JS, Hong, HS and Rhee, KH (2012). Characteristics of Non-point Source Runoff in Housing and Industrial Area during Rainfall. J. of Wetlands Research, 14(4), pp. 581-589.[Korean Literature]   DOI
8 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]
9 Kwon, HG (2011). Quantitative Assessment of Nonpoint Source Load by Applying Watershed Model and Level-2 Land Cover Map, Master's Thesis, Kyungpook National University, Daegu, Korea. [Korean Literature]
10 Lee, HS and 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]
11 Lee, JH, Cho, YJ, Bang, KW and Choi CS (2007). Water Quality and Particle Size Distributions of Bridge Road Runoff in Storm Event. Proceeding of the Conference on Korean Society on Water Quality, pp. 135. [Korean Literature]
12 Lee, J. H. and Bang, K. W., (2000). Characterization of Urban Stormwater Runoff, J. of Water Res., 34(6), pp. 1773-1780.   DOI
13 Matthias Obermann, Karl-Heinz Rosenwinkel, Marie-George Tournoud (2009). Investigation of first flushes in medium-sized mediterranean catchment, J. Hydro., 373, pp. 405-415.   DOI
14 National Institute of Environmental Research (1993). A Study of Methodology for Nonpoint sources Runoff Characteristics, National Institute of Environmental Research. [Korean Literature]
15 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]