Browse > Article
http://dx.doi.org/10.4491/eer.2011.16.2.61

Estimation of the Pollutant Removal Efficiency in a Buffer Strip Using a SWAT Model  

Lee, Eun-Jeong (Department of Environmental Engineering, Cheongju University)
Choi, Kyoung-Sik (Department of Environmental Engineering, Silla University)
Kim, Tae-Geun (Department of Environmental Engineering, Cheongju University)
Publication Information
Abstract
The water quality from nonpoint source run off results from different land use types has been studied. The construction of a buffer strip is one method of nonpoint source pollutant control. The Soil and Water Assessment Tool (SWAT) model has been applied to estimate the pollutant removal through the buffer strip. When the non-business land has been changed into grass to form a buffer-strip, the change of land use effects the results of the model according to measures of the water quality. The data from a water level station within the watershed in the years 2006 and 2007 was used for calibration and validation of the model. Under the rainfall conditions in 2007, the removal rates of SS, BOD, TN, TP were 11.5%, 9.5%, 1.2%, and 4.5%, respectively. During the rainy days, the removal rates at the buffer strip were 92.3% of SS, 91.2% of BOD, 82.4% of TN, and 83.5% of TP. The pollutants from nonpoint sources were effectively removed by over 80% as they passed through the buffer strips. Rainfall resulted in soil erosion, which led to an increase in the SS concentration, therefore, the construction of buffer strips protected the streams from SS inflows. Since TN concentrations are affected by the inflows of ground water and the N concentration of the rainfall, the removal rate of TN was relatively lower than for the other pollutants.
Keywords
Buffer strip; Land use; Nonpoint sources; SWAT;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
Times Cited By SCOPUS : 0
연도 인용수 순위
1 Abbaspour KC, Yang J, Maximov I, et al. Modelling hydrology and water quality in the pre-alpine/alpine Thur watershed using SWAT. J. Hydrol. 2007;333:413-430.   DOI   ScienceOn
2 Migliaccio KW, Chaubey I, Haggard BE. Evaluation of landscape and instream modeling to predict watershed nutrient yields. Environ. Model. Software 2007;22:987-999.   DOI   ScienceOn
3 Sahu M, Gu RR. Modeling the effects of riparian buffer zone and contour strips on stream water quality. Ecol. Eng. 2009;35:1167-1177.   DOI   ScienceOn
4 Vache KB, Eilers JM, Santelmann MV. Water quality modeling of alternative agricultural scenarios in the U.S. Corn Belt. J. Am. Water Resour. Assoc. 2002;38:773-787.   DOI   ScienceOn
5 Jang JH, Yoon CG, Jung KW, Kim HC. Evaluation of the impacts of water quality management in Kyongan Stream watershed using SWAT model. J. Korean Soc. Water Qual. 2010;26:387-398.
6 Ryu JC, Kang HW, Kim NW, et al. Analysis of total nitrogen reduction efficiency with established riparian buffer system using SWAT-REMM model in Bonggok watershed. J. Korean Soc. Water Qual. 2010;26:910-918.
7 Kim CG, Kim NW. Characteristics of pollutant loads according to types of sources for the Chungju Dam watershed. J. Korean Soc. Water Qual. 2008;24:465-472.   과학기술학회마을
8 National Institute of Environmental Research. Water Quality Division. [Internet]. Incheon: NIER, Ministry of Environment; c2010 [cited 2010 Sep 10]. Available from: http://water.nier.go.kr/smat.
9 Barlund I, Kirkkala T, Malve O, Kamari J. Assessing SWAT model performance in the evaluation of management actions for the implementation of the Water Framework Directive in a Finnish catchment. Environ. Model. Software 2007;22:719-724.   DOI   ScienceOn
10 Kim TG, Hong SP; Geum River Environment Research Center. Analysis of pollutants discharge in watershed using the nonpoint source modeling. Okcheon: Geum River Environment Research Center; 2006.
11 Walker DJ, Calkins BL, Hamilton JR. Marginal cost effectiveness analysis for agricultural nonpoint source water quality control. J Soil Water Conservat. 1993;48:368-372.
12 Kim JH. Effects of vegetated buffer strips on water quality using AGNPS model [dissertation]. Seoul: Seoul National University; 2000.
13 Borin M, Bigon E. Abatement of NO3-N concentration in agricultural waters by narrow buffer strips. Environ. Pollut. 2002;117:165-168.   DOI   ScienceOn
14 Mersie W, Seybold CA, McNamee C, Lawson MA. Abating endosulfan from runoff using vegetative filter strips: the importance of plant species and flow rate. Agr. Ecosyst. Environ. 2003;97:215-223.   DOI   ScienceOn
15 Leeds-Harrison PB, Quinton JN, Walker MJ, Sanders CL, Harrod T. Grassed buffer strips for the control of nitrate leaching to surface waters in headwater catchments. Ecol. Eng. 1999;12:299-313.   DOI   ScienceOn
16 Han HJ. Design of the riparian butter zone using GIS and AHP theory [dissertation]. Seoul: Ewha Womans University; 2000.
17 Hong JP. Calculation of the width of riparian vegetated buffer zones for the protection of water quality [dissertation]. Seoul: Seoul National University; 2000.
18 Netisch SL, Arnold JG, Kiniry JR, Srinvasan R, William JR. Soil and water assessment tool input/output file documentation version 2009. Technical Report No. 365. College Station, TX: Texas Water Resource Institute; 2009.
19 Schilling K, Zhang YK. Baseflow contribution to nitrate-nitrogen export from a large, agricultural watershed, USA. J. Hydrol. 2004;295:305-316.   DOI   ScienceOn
20 Eun YH, Geun KT. A study on problems about estimation of TN delivery ratio using watershed model. J. Korean Soc. Environ. Technol. 2010;11:235-240.
21 Dosskey M, Schultz D, Isenhart T. A riparian buffer design for cropland. Agroforestry Notes 5. Lincoln, NE: USDA Natural Resources Conservation Service; 1997.