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http://dx.doi.org/10.14249/eia.2015.24.1.16

Analysing the effect of impervious cover management techniques on the reduction of runoff and pollutant loads  

Park, Hyung Seok (Department of Environmental Engineering, Chungbuk National University)
Choi, Hwan Gyu (National Institue of Environmental Research)
Chung, Se Woong (Department of Environmental Engineering, Chungbuk National University)
Publication Information
Abstract
Impervious covers(IC) are artificial structures, such as driveways, sidewalks, building's roofs, and parking lots, through which water cannot infiltrate into the soil. IC is an environmental concern because the pavement materials seal the soil surface, decreasing rainwater infiltration and natural groundwater recharge, and consequently disturb the hydrological cycle in a watershed. Increase of IC in a watershed can cause more frequent flooding, higher flood peaks, groundwater drawdown, dry river, and decline of water quality and ecosystem health. There has been an increased public interest in the institutional adoption of LID(Low Impact Development) and GI(Green Infrastructure) techniques to address the adverse impact of IC. The objectives of this study were to construct the modeling site for a samll urban watershed with the Storm Water Management Model(SWMM), and to evaluate the effect of various LID techniques on the control of rainfall runoff processes and non-point pollutant load. The model was calibrated and validated using the field data collected during two flood events on July 17 and August 11, 2009, respectively, and applied to a complex area, where is consist of apartments, school, roads, park, etc. The LID techniques applied to the impervious area were decentralized rainwater management measures such as pervious cover and green roof. The results showed that the increase of perviousness land cover through LID applications decreases the runoff volume and pollutants loading during flood events. In particular, applications of pervious pavement for parking lots and sidewalk, green roof, and their combinations reduced the total volume of runoff by 15~61 % and non-point pollutant loads by TSS 22~72 %, BOD 23~71 %, COD 22~71 %, TN 15~79 %, TP 9~64 % in the study site.
Keywords
Impervious cover(IC); LID; SWMM; Urban watershed; Non-point source pollution;
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Times Cited By KSCI : 5  (Citation Analysis)
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1 백종락, 김환석, 박기정, 윤재영. 2014. SWMM 모형을 이용한 식생저류지의 오염물질 저감효율 평가. 한국물환경학회.대한상하수도학회 공동춘계 학술발표논문집. pp. 600-601. (Beak J, Kim H, Pak G, Yoon J. 2014. Evaluation of Bioretention performance using EPA's SWMM. Jounal of Korean Society on water Quality. 2014. pp. 600-601.)
2 여규동, 정영훈. 2013. 도시지역의 옥상녹화에 따른 유출저감효과 분석과 비용 산정, 서울도시연구, 14(2), pp. 161-177. (Yeo K, Jung Y. 2013. An Analysis of Effect of Green roofs in Urbanized Areas on Runoff Alleviation and Cost Estimation, Reserch of City Seoul. 14(2), pp. 161-177.)
3 전지홍, 최동혁, 김태동. 2009. 지속가능한 도시개발을 위한 LID평가모델(LIDMOD)개발과 수질오염총량제에 대한 적용성 평가. 한국물환경학회, 25(1), pp. 58-68. (Jeon J, Choi D, Kim T. 2009. LIDMOD Development of Evaluating Low Impact Development and Its Applicability to Total Maximum Daily Loads. Jounal of Korean Society on water Quality, 25(1), pp. 58-68.)   과학기술학회마을
4 주명호. 2009. 도시 소유역에서의 우수에 의한 오염부하 산정을 위한 자동 Monitoring System의 구축과 SWMM의 적용. 충남대학원 석사학위 청구논문. (Joo M. 2009. Application of SWMM and establishment of anto monitoring system to evaluate small urban nonpoint source pollutan.)
5 최지용, 김병익, 박백수, 정은성. 2008. 물 환경관리를 위한 불투수면 지표의 적용성 연구, 수질보전한국물환경학회지, 24(6), pp. 767-772. (Choi J, Kim B, Park B, Chung E. 2008. Applicability of Impervious Cover Index of Water Environment Management. Jounal of Korean Society on water Quality, 24(6), pp. 767-772.)   과학기술학회마을
6 한강수계관리위원회. 2007. 수계별 유역의 불투수율조사 및 저감방안 연구(1차년 최종보고서), pp. 219-223. (The management committee of Han River Hydrosphere. 2007. A research on investigation and management of watershed imperviousness. pp. 219-223.)
7 함광준, 김준현, 허범녕, 최지용, 김영진. 2006. 유역의 불투수성에 따른 강우유출특성 비교. 환경영향평가학회지, 15(2), pp. 157-163. (Ham K, Kim J, Huh B, Choi J, Kim Y. 2006. The watershed Imperviousness Impact for the characteristic of Stormwater runoff.. Journal of Environmental Impact Assessment, 15(2), pp. 157-163.)   과학기술학회마을
8 Barry NW, Reddish DJ. 1989. Subsidence occurrence, prediction and control. Elservier. Amsterdam, Developments in Geotechnical Engineering.
9 Bernard E, James GH. 2009. L-THIA LID Long-term Hydrologic Impact Assessment Low Impact Development Model. Spreadsheet Version. Purdue University.
10 Burszta-Adamiak E, Mrowiec M. 2013. Modelling of green roofs 'hydrologic performance using EPA''s SWMM. Water Science&Technology, 68(1), pp. 36-42.
11 Chester L, Arnold Jr. and C, James G. 1996. Impervious surface coverage : The emergence of a key environmental indicator. Journal of the American Planning Association, 6(2), pp. 243-258.
12 Christopher P, Meredith PW, Thomas J, James L Jr.b, Jeremy S, Philip G, Randall F, William S, Eric M. 2011. Assessment of low impact development for managing stormwater with changing precipitation due to climate change, Landscape Urban Planning, 103(2), pp. 166-173.   DOI
13 Chung SW, Gassman PW, Gu R, Kanwar RS. 2002. Evaluation of EPIC for assessing tile flow and nitrogen losses for alternative agricultural management systems. Transactions of the ASAE,45(4), pp. 113-122.
14 Chung SW, Gassman PW, Kramer LA, Williams JR, Gu R. 1999. Validation of EPIC for two watersheds in southwest Iowa. J. of Environmental Quality, 28(3), pp. 971-979.   DOI
15 David RL, Gregory JM Jr. 1999. Evaluating the use of "goodness of fit" measures in hydrologic and hydro-climatic model validation. Water Resource Research, 35(1), pp. 233-241.   DOI
16 Derek BB, Lorin ER. 1993. Consequences of urbanization on aquatic system: Measured Effect, Degradation Thresholds, and Corrective Strategies, Watershed '93 A National Conference on Watershed Management. U. S. Environmental Protection Agency. pp. 545-550.
17 http://water.epa.gov/polwaste/green/
18 Elizabeth B, Stacey S, Paul LR. 2002. Impervious surface and water quality: A review of current literature and its implications for watershed planning. J. of Planning Literature, 16(4), pp. 499-514.   DOI
19 Elliotta AH, Trowsdaleb SA. 2007. "A review of models for lowimpact urban stormwater drainage." Environ. Model. Software, 22(3), pp. 394-405.   DOI
20 Green CH, Tomer MD, Luzio MD, Arnold JG. 2006. Hydrologic evaluation of the soil and water assessment tool for a large tiledrained watershed in Iowa. Transactions of the ASAE, 49(2), pp. 413-422.   DOI
21 John G. 1991. Thermal Impacts Associated With Urbanization and Stormwater Management Best Management Practices. Metropolitan Washington Council of Governments. Maryland Department of Environment. Washington, D.C.
22 Jones RC, Christopher CC. 1987. Impact of watershed urbanization on stream insect communities. American Water Resources Association, 23(6), pp. 1047-1056.   DOI
23 Laurent A, Indrajeet C, Bernard E, Keith C, Venkatesh M. 2013. Estimation of annual baseflow at ungauged sites in Indiana USA. Journal of Hydrology, 476, pp. 13-27.   DOI
24 Lewis AR. 2008. Storm water manangement model User's manual version 5.0
25 Marlene S, Ataur R, Garry R. 2014. Modeling of a lot scale rainwater tank system in XP-SWMM: A case study in Western Sydney, Australia. Journal of Environmental Management, 141, pp. 177-189.   DOI
26 Nash JE, Sutcliffe JV. 1970. River flow forecasting through conceptual model; Part1 - A discussion of principles. J. of Hydrology, 10(3), pp. 398-409.
27 Santhi C, Arnold JG, Williams JR, Dugas WA, Srinivasan R, Hauck LM. 2001a. Validation of the SWAT model on a large river basin with point and nonpoint sources. J. of the American Water Resources Association, 37(5), pp. 1169-1188.   DOI
28 Qin H, Li Z, Fu G. 2013. The effects of low impact development on urban flooding under different rainfall characteristics. Journal of Environmental Management, 129, pp. 577-585.   DOI   ScienceOn
29 Ramanarayanan TS, Williams JR, Dugas WA, Hauck LM, McFarland AMS. 1997. Using APEC to identify alternative practiced for animal waste management. ASAE Paper.
30 Richard DK. 1979. Urbanization and stream quality impairment. Water Resources Bulletin. American Water Resources Association, 15, pp. 948-963.   DOI
31 Santhi C, Arnold JG, Williams JR, Hauck LM, Dugas WA. 2001b. Application of a watershed model to evaluate management effects on point and nonpoint source pollution. Transactions of the ASAE, 44(6), pp. 1559-1570.
32 Santosh MP, Mahesh KJ, Deepak K. 2013. "Integrated urban watermanagement modelling under climate change scenarios." Resour. Conserv. Recycl, 83, pp. 176-189.
33 Shaver EMJ, Curtis G, Carter D. 1995. Watershed protection using an integrated approach. In Stormwater NPDES Related Monitoring Needs. Engineering Foundation, America Society of Civil Engineers.
34 Thomas RS. 1987. Controlling Urban Runoff- A Practical Manual for Planning and Designing Urban Best Management Practices. Metropolitan Washington Council of Goverments.
35 Thomas RS. 1994. The importance of imperviousness. Watershed Protection Techniques, Center for Watershed Protection, 1(3), pp. 100-111.
36 박준호, 유용규, 박영곤, 윤희택, 김종건, 박윤식, 전지홍, 임경재. 2008. SWMM을 이용한 춘천 거두 1지구의 LID 개념 적용으로 인한 유출 감소 특성 분석. 수질보전한국물환경학회지, 24(6), pp. 806-816. (Park J, Yoo Y, Park Y, Yoon H, Kim J, Park Y, Jeon J, Lim KJ. 2008. Analysis of Runoff Reduction with LID Adoption using the SWMM. Jounal of Korean Society on water Quality, 24(6), pp. 806-816.)   과학기술학회마을
37 USDA-SCS(U.S. Department of Agriculture-Soil Conservation Service). 1986. Urban Hydrology for small Watersheds. Technical Release No.55. U.S. Goverment Printing Office.
38 Wayne CH, Robert ED. 1988. Storm Water Management Model version 4; User's Manual. University of Florida, Gainesville. USA. Department of Environmental Engineering Sciences.
39 Zahra Z, Steven JB, Mohammad K, F.ASCE, Hassan T, Erfan G. 2014. Low-Impact Development Practices to Mitigate Climate Change Effects on Urban Stormwater Runoff : Case Study of New York City. J. Irrig. Drain Eng. 04014043. 1-13.
40 김성준. 박근애, 전무갑. 2005. 토지이용의 변화가 홍수유출에 미치는 영향분석. 한국수자원학회지, 38(4), pp. 301-311.(Kim S, Park G, Chun M. 2005. Analysis of Runoff Impact by Land Use Change - Using Grid Based Kinematic Wave Storm Runoff Model (KIMSTORM). Journal of Korea Water Resources Association, 38(4), pp. 301-311.)   과학기술학회마을   DOI